Understanding and Reducing Landslide Disaster Risk : Volume 4 Testing, Modeling and Risk Assessment
Keynote Lectures, Recent development in evaluation and application of residual and fully softened shear strength for stability analysis of landslides -- Oso Landslide: Failure Mechanism and Runout Analyses Numerical Modelling for Slope Stabilizations in Modern Geotechnical Practice -- Recent Advance...
Ausführliche Beschreibung
Gespeichert in:
| Autor*in: |
Tiwari, Binod [herausgeberIn] Sassa, Kyoji [herausgeberIn] Bobrowsky, Peter T. [herausgeberIn] Takara, Kaoru [herausgeberIn] |
|---|
| Format: |
E-Book |
|---|---|
| Sprache: |
Englisch |
| Erschienen: |
Cham: Springer International Publishing ; 2021. Cham: Imprint: Springer ; 2021. |
|---|---|
| Ausgabe: |
1st ed. 2021. |
| Schlagwörter: |
Rutschung / Bergsturz / Ingenieurgeologie / Bodenmechanik / Kongress Massenbewegung, Geomorphologie / Hang / Hangsicherung / Erdrutsch |
|---|---|
| Schlagwörter: | |
| Formangabe: |
Konferenzschrift |
| Umfang: |
1 Online-Ressource(XXVII, 507 p. 522 illus., 484 illus. in color.) |
|---|
| Reihe: |
ICL Contribution to Landslide Disaster Risk Reduction |
|---|
| Links: | |
|---|---|
| ISBN: |
978-3-030-60706-7 |
| DOI / URN: |
10.1007/978-3-030-60706-7 |
|---|
| Katalog-ID: |
1743798989 |
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| 245 | 1 | 0 | |a Understanding and Reducing Landslide Disaster Risk |b Volume 4 Testing, Modeling and Risk Assessment |c edited by Binod Tiwari, Kyoji Sassa, Peter T. Bobrowsky, Kaoru Takara |
| 250 | |a 1st ed. 2021. | ||
| 264 | 1 | |a Cham |b Springer International Publishing |c 2021. | |
| 264 | 1 | |a Cham |b Imprint: Springer |c 2021. | |
| 300 | |a 1 Online-Ressource(XXVII, 507 p. 522 illus., 484 illus. in color.) | ||
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| 490 | 0 | |a ICL Contribution to Landslide Disaster Risk Reduction | |
| 520 | |a Keynote Lectures, Recent development in evaluation and application of residual and fully softened shear strength for stability analysis of landslides -- Oso Landslide: Failure Mechanism and Runout Analyses Numerical Modelling for Slope Stabilizations in Modern Geotechnical Practice -- Recent Advances in the Methods of Slope Stability and Deformation Analyses -- Engineering Risk Mitigation for Landslide Hazard Chains: the Baige Landslides on the Jinsha River in 2018 -- Recent Development in Physical Modeling of Landslides, Application of magnetic tracking system in laboratory-scale rock avalanche model tests -- A simple physically-based distributed translational landslide model -- Behaviour of Slope Instability using Physical and Computational Modelling -- Centrifuge Modelling of Slope Failure due to Groundwater during Excavation -- Effects of Relative Density in Progressive Sliding of Tailing -- Experimental Studies on the Effect of Vegetation Density to Change Underground Seepage Rate and Stability of Slopes -- Laboratory simulations of submarine landslide failure mechanisms -- Laboratory tests to simulate the rainfall infiltration process of pyroclastic soils subject to instability -- Recent Development in Numerical Modeling of Landslides, 3D analysis of a fragmental rockfall -- 3D landslide models in VR -- A coupled discrete element and depth-averaged model for flow-like landslide simulations -- Advanced methods for simulating complex landslides -- Application of Reciprocal Green’s Functions on the Forecast of Submarine Landslide Tsunamis -- Deformation characteristics with porewater pressure development of shallow landslide triggered by rainfall infiltration -- Debris flow simulations due to landslide dam outburst and considering effective countermeasures -- First test results from the SMART-SED simulation tool basin scale sediment yield model -- Hazard assessment of a rainfall-induced deep-seated landslide in Hakha city, Myanmar -- Landslide hazard zoning based on the integrated simulation model (LS-Rapid) -- Numerical models of debris flows with entrainment analysis-case studies from the Republic of Serbia -- Numerical simulation of a creeping landslide case in Japan -- Numerical simulation of debris flows after ash fall at Mt. Fuji -- On the progression of slope failures using inverse velocity of surface movements in an undercut slope model -- Rainfall boundary condition in a multiphase Material Point Method -- Response of slopes to earthquakes and rainfall -- Reproduction of Sedimentation State during Rock Slope Failure Using the Simplified DEM Model -- Recent Development in soil and rock testing techniques, application and analysis methods, Analysis of shear strength variability of ash-fall pyroclastic soils involved in flow-like landslides -- Comparison of Soil Parameters and Soil Moduli E50 & E70 of Residual Soils used in Stability Analysis -- Influence of plant root asperities and architectural traits on soil shear resistance -- Modelling of Creep Behavior of Claystone in Mae Moh Open-Pit Mine Using the Soft Soil Creep Model -- Monotonic and Cyclic behaviour of tephra layer landslide at Takanodai from the 2016 Kumamoto earthquake -- Shearing rate effect on residual strength of typical clay soils in ring shear test -- Simple shear tests for unsaturated soils -- Simplest Methods of Determining Dynamic Soil Properties for Use in Co-seismic Hazard Analysis -- The acoustic emission characteristics and shear behaviour during granular shearing -- Recent advancements in the methods of slope stability and deformation analyses, Prediction of deformation of caisson type piles in open cut works and countermeasures employing early closure method -- Slope Stability Assessment of Weak and Weathered Rocks with BQ System -- Soil databases to assist slope stability assessments in the Eastern Caribbean -- The Mt Gamalama instability level in generating landslide-induced tsunami in Ternate Island, Indonesia -- Recent Development in Disaster Risk Assessment, Effect of Pore Pressure Dynamics on Progressive Failure in a Clayey Glaciolacustrine Landslide -- Engineering Geological Investigation and Slope Stability Analysis for Landslide Hazard Assessment in Indian Himalayas -- First considerations about post 2017 wildfire erosion response and debris flows in Susa valley (NW Italy) -- Identification of Sliding Surface and Crack Pattern in the Soil Creep, Case Study: Unika Soegijapranata Campus, Semarang, Central Java, Indonesia -- Preliminary result of real-time landslide monitoring in the case of the hinterland of Koroška Bela, NW Slovenia -- Quantitative risk analysis of earthquake-induced landslides -- Role of Remote Sensing Technology in Landslide Risk Management of Hong Kong -- The characteristics of the vegetation distribution related to the slope failure caused by the earthquake -- Cutting-edge technologies aiming for better outcomes of landslide disaster mitigation. | ||
| 520 | |a This book is a part of ICL new book series “ICL Contribution to Landslide Disaster Risk Reduction” founded in 2019. Peer-reviewed papers submitted to the Fifth World Landslide Forum were published in six volumes of this book series. This book contains the followings: • Five keynote lectures • Recent development in physical modeling of landslides • Recent development in numerical modeling of landslides • Recent development in soil and rock testing techniques, application and analysis methods • Recent advancements in the methods of slope stability and deformation analyses • Recent development in disaster risk assessment Prof. Binod Tiwari is a Vice President of the International Consortium on Landslides (ICL). He is the Associate Vice President for research and sponsored project and Professor of civil and environmental engineering at the California State University, Fullerton, California, USA. Prof. Kyoji Sassa is the Founding President and the Secretary-General of the International Consortium on Landslides (ICL). He has been the Editor-in-Chief of International Journal Landslides since its foundation in 2004. Prof. Peter Bobrowsky is the President of the International Consortium on Landslides. He is a Senior Scientist of Geological Survey of Canada, Ottawa, Canada. Prof. Kaoru Takara is the Executive Director of the International Consortium on Landslides. He is a Professor and Dean of Graduate School of Advanced Integrated Studies (GSAIS) in Human Survivability (Shishu-Kan), Kyoto University. | ||
| 650 | 0 | |a Natural disasters. | |
| 650 | 0 | |a Environmental management. | |
| 650 | 0 | |a Environmental policy. | |
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9783030607067 978-3-030-60706-7 10.1007/978-3-030-60706-7 doi (DE-627)1743798989 (DE-599)KEP060865830 (DE-He213)978-3-030-60706-7 (EBP)060865830 DE-627 ger DE-627 rda eng XA-DE RNR bicssc NAT023000 bisacsh Understanding and Reducing Landslide Disaster Risk Volume 4 Testing, Modeling and Risk Assessment edited by Binod Tiwari, Kyoji Sassa, Peter T. Bobrowsky, Kaoru Takara 1st ed. 2021. Cham Springer International Publishing 2021. Cham Imprint: Springer 2021. 1 Online-Ressource(XXVII, 507 p. 522 illus., 484 illus. in color.) Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier ICL Contribution to Landslide Disaster Risk Reduction Keynote Lectures, Recent development in evaluation and application of residual and fully softened shear strength for stability analysis of landslides -- Oso Landslide: Failure Mechanism and Runout Analyses Numerical Modelling for Slope Stabilizations in Modern Geotechnical Practice -- Recent Advances in the Methods of Slope Stability and Deformation Analyses -- Engineering Risk Mitigation for Landslide Hazard Chains: the Baige Landslides on the Jinsha River in 2018 -- Recent Development in Physical Modeling of Landslides, Application of magnetic tracking system in laboratory-scale rock avalanche model tests -- A simple physically-based distributed translational landslide model -- Behaviour of Slope Instability using Physical and Computational Modelling -- Centrifuge Modelling of Slope Failure due to Groundwater during Excavation -- Effects of Relative Density in Progressive Sliding of Tailing -- Experimental Studies on the Effect of Vegetation Density to Change Underground Seepage Rate and Stability of Slopes -- Laboratory simulations of submarine landslide failure mechanisms -- Laboratory tests to simulate the rainfall infiltration process of pyroclastic soils subject to instability -- Recent Development in Numerical Modeling of Landslides, 3D analysis of a fragmental rockfall -- 3D landslide models in VR -- A coupled discrete element and depth-averaged model for flow-like landslide simulations -- Advanced methods for simulating complex landslides -- Application of Reciprocal Green’s Functions on the Forecast of Submarine Landslide Tsunamis -- Deformation characteristics with porewater pressure development of shallow landslide triggered by rainfall infiltration -- Debris flow simulations due to landslide dam outburst and considering effective countermeasures -- First test results from the SMART-SED simulation tool basin scale sediment yield model -- Hazard assessment of a rainfall-induced deep-seated landslide in Hakha city, Myanmar -- Landslide hazard zoning based on the integrated simulation model (LS-Rapid) -- Numerical models of debris flows with entrainment analysis-case studies from the Republic of Serbia -- Numerical simulation of a creeping landslide case in Japan -- Numerical simulation of debris flows after ash fall at Mt. Fuji -- On the progression of slope failures using inverse velocity of surface movements in an undercut slope model -- Rainfall boundary condition in a multiphase Material Point Method -- Response of slopes to earthquakes and rainfall -- Reproduction of Sedimentation State during Rock Slope Failure Using the Simplified DEM Model -- Recent Development in soil and rock testing techniques, application and analysis methods, Analysis of shear strength variability of ash-fall pyroclastic soils involved in flow-like landslides -- Comparison of Soil Parameters and Soil Moduli E50 & E70 of Residual Soils used in Stability Analysis -- Influence of plant root asperities and architectural traits on soil shear resistance -- Modelling of Creep Behavior of Claystone in Mae Moh Open-Pit Mine Using the Soft Soil Creep Model -- Monotonic and Cyclic behaviour of tephra layer landslide at Takanodai from the 2016 Kumamoto earthquake -- Shearing rate effect on residual strength of typical clay soils in ring shear test -- Simple shear tests for unsaturated soils -- Simplest Methods of Determining Dynamic Soil Properties for Use in Co-seismic Hazard Analysis -- The acoustic emission characteristics and shear behaviour during granular shearing -- Recent advancements in the methods of slope stability and deformation analyses, Prediction of deformation of caisson type piles in open cut works and countermeasures employing early closure method -- Slope Stability Assessment of Weak and Weathered Rocks with BQ System -- Soil databases to assist slope stability assessments in the Eastern Caribbean -- The Mt Gamalama instability level in generating landslide-induced tsunami in Ternate Island, Indonesia -- Recent Development in Disaster Risk Assessment, Effect of Pore Pressure Dynamics on Progressive Failure in a Clayey Glaciolacustrine Landslide -- Engineering Geological Investigation and Slope Stability Analysis for Landslide Hazard Assessment in Indian Himalayas -- First considerations about post 2017 wildfire erosion response and debris flows in Susa valley (NW Italy) -- Identification of Sliding Surface and Crack Pattern in the Soil Creep, Case Study: Unika Soegijapranata Campus, Semarang, Central Java, Indonesia -- Preliminary result of real-time landslide monitoring in the case of the hinterland of Koroška Bela, NW Slovenia -- Quantitative risk analysis of earthquake-induced landslides -- Role of Remote Sensing Technology in Landslide Risk Management of Hong Kong -- The characteristics of the vegetation distribution related to the slope failure caused by the earthquake -- Cutting-edge technologies aiming for better outcomes of landslide disaster mitigation. This book is a part of ICL new book series “ICL Contribution to Landslide Disaster Risk Reduction” founded in 2019. Peer-reviewed papers submitted to the Fifth World Landslide Forum were published in six volumes of this book series. This book contains the followings: • Five keynote lectures • Recent development in physical modeling of landslides • Recent development in numerical modeling of landslides • Recent development in soil and rock testing techniques, application and analysis methods • Recent advancements in the methods of slope stability and deformation analyses • Recent development in disaster risk assessment Prof. Binod Tiwari is a Vice President of the International Consortium on Landslides (ICL). He is the Associate Vice President for research and sponsored project and Professor of civil and environmental engineering at the California State University, Fullerton, California, USA. Prof. Kyoji Sassa is the Founding President and the Secretary-General of the International Consortium on Landslides (ICL). He has been the Editor-in-Chief of International Journal Landslides since its foundation in 2004. Prof. Peter Bobrowsky is the President of the International Consortium on Landslides. He is a Senior Scientist of Geological Survey of Canada, Ottawa, Canada. Prof. Kaoru Takara is the Executive Director of the International Consortium on Landslides. He is a Professor and Dean of Graduate School of Advanced Integrated Studies (GSAIS) in Human Survivability (Shishu-Kan), Kyoto University. Natural disasters. Environmental management. Environmental policy. Konferenzschrift International Consortium on Landslides 2021 Kyōto (DE-588)1071861417 (DE-627)826484824 (DE-576)433375485 gnd-content s (DE-588)4178780-8 (DE-627)104608749 (DE-576)209986735 Rutschung gnd s (DE-588)4144662-8 (DE-627)105596507 (DE-576)209735635 Bergsturz gnd s (DE-588)4125674-8 (DE-627)105738344 (DE-576)209578572 Ingenieurgeologie gnd s (DE-588)4007385-3 (DE-627)104270764 (DE-576)208869948 Bodenmechanik gnd s (DE-588)4130470-6 (DE-627)104359463 (DE-576)209619287 Kongress gnd (DE-627) s (DE-588)4169027-8 (DE-627)105413097 (DE-576)209919949 Massenbewegung Geomorphologie gnd s (DE-588)4023336-4 (DE-627)106304445 (DE-576)208948597 Hang gnd s (DE-588)4279721-4 (DE-627)104389303 (DE-576)210746408 Hangsicherung gnd s (DE-588)4152709-4 (DE-627)105536318 (DE-576)209797630 Erdrutsch gnd (DE-627) Tiwari, Binod herausgeberin edt Sassa, Kyoji herausgeberin edt Bobrowsky, Peter T. herausgeberin edt Takara, Kaoru herausgeberin edt 9783030607050 9783030607074 9783030607081 Erscheint auch als Druck-Ausgabe 9783030607050 Erscheint auch als Druck-Ausgabe 9783030607074 Erscheint auch als Druck-Ausgabe 9783030607081 https://doi.org/10.1007/978-3-030-60706-7 X:SPRINGER Resolving-System lizenzpflichtig ZDB-2-EES 2021 ZDB-2-SEB 2021 ZDB-2-SXEE 2021 GBV_ILN_21 ISIL_DE-46 SYSFLAG_1 GBV_KXP GBV_ILN_22 ISIL_DE-18 GBV_ILN_23 ISIL_DE-830 GBV_ILN_31 ISIL_DE-27 GBV_ILN_60 ISIL_DE-705 GBV_ILN_62 ISIL_DE-28 GBV_ILN_65 ISIL_DE-3 GBV_ILN_110 ISIL_DE-Luen4 GBV_ILN_120 ISIL_DE-715 GBV_ILN_130 ISIL_DE-700 GBV_ILN_132 ISIL_DE-959 GBV_ILN_186 ISIL_DE-519 GBV_ILN_285 ISIL_DE-517 GBV_ILN_370 ISIL_DE-1373 GBV_ILN_381 ISIL_DE-Ki130 GBV_ILN_2003 ISIL_DE-25 GBV_ILN_2011 ISIL_DE-16 GBV_ILN_2014 ISIL_DE-90 GBV_ILN_2015 ISIL_DE-93 GBV_ILN_2017 ISIL_DE-576 GBV_ILN_2027 ISIL_DE-105 GBV_ILN_2148 ISIL_DE-950 BO 045F 551 21 01 0046 4326557087 ebook_2022_springer Freie Nutzung im <a href='http://nbn-resolving.de/urn:nbn:de:gbv:46-campusnetz9' Target='_blank'>Campusnetz</a> der Universitaet und der Hochschulen im Lande Bremen zza 28-05-23 22 01 0018 4068106258 00 --%%-- --%%-- s --%%-- Olr-seb-ees Vervielfältigungen (z.B. 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9783030607067 978-3-030-60706-7 10.1007/978-3-030-60706-7 doi (DE-627)1743798989 (DE-599)KEP060865830 (DE-He213)978-3-030-60706-7 (EBP)060865830 DE-627 ger DE-627 rda eng XA-DE RNR bicssc NAT023000 bisacsh Understanding and Reducing Landslide Disaster Risk Volume 4 Testing, Modeling and Risk Assessment edited by Binod Tiwari, Kyoji Sassa, Peter T. Bobrowsky, Kaoru Takara 1st ed. 2021. Cham Springer International Publishing 2021. Cham Imprint: Springer 2021. 1 Online-Ressource(XXVII, 507 p. 522 illus., 484 illus. in color.) Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier ICL Contribution to Landslide Disaster Risk Reduction Keynote Lectures, Recent development in evaluation and application of residual and fully softened shear strength for stability analysis of landslides -- Oso Landslide: Failure Mechanism and Runout Analyses Numerical Modelling for Slope Stabilizations in Modern Geotechnical Practice -- Recent Advances in the Methods of Slope Stability and Deformation Analyses -- Engineering Risk Mitigation for Landslide Hazard Chains: the Baige Landslides on the Jinsha River in 2018 -- Recent Development in Physical Modeling of Landslides, Application of magnetic tracking system in laboratory-scale rock avalanche model tests -- A simple physically-based distributed translational landslide model -- Behaviour of Slope Instability using Physical and Computational Modelling -- Centrifuge Modelling of Slope Failure due to Groundwater during Excavation -- Effects of Relative Density in Progressive Sliding of Tailing -- Experimental Studies on the Effect of Vegetation Density to Change Underground Seepage Rate and Stability of Slopes -- Laboratory simulations of submarine landslide failure mechanisms -- Laboratory tests to simulate the rainfall infiltration process of pyroclastic soils subject to instability -- Recent Development in Numerical Modeling of Landslides, 3D analysis of a fragmental rockfall -- 3D landslide models in VR -- A coupled discrete element and depth-averaged model for flow-like landslide simulations -- Advanced methods for simulating complex landslides -- Application of Reciprocal Green’s Functions on the Forecast of Submarine Landslide Tsunamis -- Deformation characteristics with porewater pressure development of shallow landslide triggered by rainfall infiltration -- Debris flow simulations due to landslide dam outburst and considering effective countermeasures -- First test results from the SMART-SED simulation tool basin scale sediment yield model -- Hazard assessment of a rainfall-induced deep-seated landslide in Hakha city, Myanmar -- Landslide hazard zoning based on the integrated simulation model (LS-Rapid) -- Numerical models of debris flows with entrainment analysis-case studies from the Republic of Serbia -- Numerical simulation of a creeping landslide case in Japan -- Numerical simulation of debris flows after ash fall at Mt. Fuji -- On the progression of slope failures using inverse velocity of surface movements in an undercut slope model -- Rainfall boundary condition in a multiphase Material Point Method -- Response of slopes to earthquakes and rainfall -- Reproduction of Sedimentation State during Rock Slope Failure Using the Simplified DEM Model -- Recent Development in soil and rock testing techniques, application and analysis methods, Analysis of shear strength variability of ash-fall pyroclastic soils involved in flow-like landslides -- Comparison of Soil Parameters and Soil Moduli E50 & E70 of Residual Soils used in Stability Analysis -- Influence of plant root asperities and architectural traits on soil shear resistance -- Modelling of Creep Behavior of Claystone in Mae Moh Open-Pit Mine Using the Soft Soil Creep Model -- Monotonic and Cyclic behaviour of tephra layer landslide at Takanodai from the 2016 Kumamoto earthquake -- Shearing rate effect on residual strength of typical clay soils in ring shear test -- Simple shear tests for unsaturated soils -- Simplest Methods of Determining Dynamic Soil Properties for Use in Co-seismic Hazard Analysis -- The acoustic emission characteristics and shear behaviour during granular shearing -- Recent advancements in the methods of slope stability and deformation analyses, Prediction of deformation of caisson type piles in open cut works and countermeasures employing early closure method -- Slope Stability Assessment of Weak and Weathered Rocks with BQ System -- Soil databases to assist slope stability assessments in the Eastern Caribbean -- The Mt Gamalama instability level in generating landslide-induced tsunami in Ternate Island, Indonesia -- Recent Development in Disaster Risk Assessment, Effect of Pore Pressure Dynamics on Progressive Failure in a Clayey Glaciolacustrine Landslide -- Engineering Geological Investigation and Slope Stability Analysis for Landslide Hazard Assessment in Indian Himalayas -- First considerations about post 2017 wildfire erosion response and debris flows in Susa valley (NW Italy) -- Identification of Sliding Surface and Crack Pattern in the Soil Creep, Case Study: Unika Soegijapranata Campus, Semarang, Central Java, Indonesia -- Preliminary result of real-time landslide monitoring in the case of the hinterland of Koroška Bela, NW Slovenia -- Quantitative risk analysis of earthquake-induced landslides -- Role of Remote Sensing Technology in Landslide Risk Management of Hong Kong -- The characteristics of the vegetation distribution related to the slope failure caused by the earthquake -- Cutting-edge technologies aiming for better outcomes of landslide disaster mitigation. This book is a part of ICL new book series “ICL Contribution to Landslide Disaster Risk Reduction” founded in 2019. Peer-reviewed papers submitted to the Fifth World Landslide Forum were published in six volumes of this book series. This book contains the followings: • Five keynote lectures • Recent development in physical modeling of landslides • Recent development in numerical modeling of landslides • Recent development in soil and rock testing techniques, application and analysis methods • Recent advancements in the methods of slope stability and deformation analyses • Recent development in disaster risk assessment Prof. Binod Tiwari is a Vice President of the International Consortium on Landslides (ICL). He is the Associate Vice President for research and sponsored project and Professor of civil and environmental engineering at the California State University, Fullerton, California, USA. Prof. Kyoji Sassa is the Founding President and the Secretary-General of the International Consortium on Landslides (ICL). He has been the Editor-in-Chief of International Journal Landslides since its foundation in 2004. Prof. Peter Bobrowsky is the President of the International Consortium on Landslides. He is a Senior Scientist of Geological Survey of Canada, Ottawa, Canada. Prof. Kaoru Takara is the Executive Director of the International Consortium on Landslides. He is a Professor and Dean of Graduate School of Advanced Integrated Studies (GSAIS) in Human Survivability (Shishu-Kan), Kyoto University. Natural disasters. Environmental management. Environmental policy. Konferenzschrift International Consortium on Landslides 2021 Kyōto (DE-588)1071861417 (DE-627)826484824 (DE-576)433375485 gnd-content s (DE-588)4178780-8 (DE-627)104608749 (DE-576)209986735 Rutschung gnd s (DE-588)4144662-8 (DE-627)105596507 (DE-576)209735635 Bergsturz gnd s (DE-588)4125674-8 (DE-627)105738344 (DE-576)209578572 Ingenieurgeologie gnd s (DE-588)4007385-3 (DE-627)104270764 (DE-576)208869948 Bodenmechanik gnd s (DE-588)4130470-6 (DE-627)104359463 (DE-576)209619287 Kongress gnd (DE-627) s (DE-588)4169027-8 (DE-627)105413097 (DE-576)209919949 Massenbewegung Geomorphologie gnd s (DE-588)4023336-4 (DE-627)106304445 (DE-576)208948597 Hang gnd s (DE-588)4279721-4 (DE-627)104389303 (DE-576)210746408 Hangsicherung gnd s (DE-588)4152709-4 (DE-627)105536318 (DE-576)209797630 Erdrutsch gnd (DE-627) Tiwari, Binod herausgeberin edt Sassa, Kyoji herausgeberin edt Bobrowsky, Peter T. herausgeberin edt Takara, Kaoru herausgeberin edt 9783030607050 9783030607074 9783030607081 Erscheint auch als Druck-Ausgabe 9783030607050 Erscheint auch als Druck-Ausgabe 9783030607074 Erscheint auch als Druck-Ausgabe 9783030607081 https://doi.org/10.1007/978-3-030-60706-7 X:SPRINGER Resolving-System lizenzpflichtig ZDB-2-EES 2021 ZDB-2-SEB 2021 ZDB-2-SXEE 2021 GBV_ILN_21 ISIL_DE-46 SYSFLAG_1 GBV_KXP GBV_ILN_22 ISIL_DE-18 GBV_ILN_23 ISIL_DE-830 GBV_ILN_31 ISIL_DE-27 GBV_ILN_60 ISIL_DE-705 GBV_ILN_62 ISIL_DE-28 GBV_ILN_65 ISIL_DE-3 GBV_ILN_110 ISIL_DE-Luen4 GBV_ILN_120 ISIL_DE-715 GBV_ILN_130 ISIL_DE-700 GBV_ILN_132 ISIL_DE-959 GBV_ILN_186 ISIL_DE-519 GBV_ILN_285 ISIL_DE-517 GBV_ILN_370 ISIL_DE-1373 GBV_ILN_381 ISIL_DE-Ki130 GBV_ILN_2003 ISIL_DE-25 GBV_ILN_2011 ISIL_DE-16 GBV_ILN_2014 ISIL_DE-90 GBV_ILN_2015 ISIL_DE-93 GBV_ILN_2017 ISIL_DE-576 GBV_ILN_2027 ISIL_DE-105 GBV_ILN_2148 ISIL_DE-950 BO 045F 551 21 01 0046 4326557087 ebook_2022_springer Freie Nutzung im <a href='http://nbn-resolving.de/urn:nbn:de:gbv:46-campusnetz9' Target='_blank'>Campusnetz</a> der Universitaet und der Hochschulen im Lande Bremen zza 28-05-23 22 01 0018 4068106258 00 --%%-- --%%-- s --%%-- Olr-seb-ees Vervielfältigungen (z.B. 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| allfields_unstemmed |
9783030607067 978-3-030-60706-7 10.1007/978-3-030-60706-7 doi (DE-627)1743798989 (DE-599)KEP060865830 (DE-He213)978-3-030-60706-7 (EBP)060865830 DE-627 ger DE-627 rda eng XA-DE RNR bicssc NAT023000 bisacsh Understanding and Reducing Landslide Disaster Risk Volume 4 Testing, Modeling and Risk Assessment edited by Binod Tiwari, Kyoji Sassa, Peter T. Bobrowsky, Kaoru Takara 1st ed. 2021. Cham Springer International Publishing 2021. Cham Imprint: Springer 2021. 1 Online-Ressource(XXVII, 507 p. 522 illus., 484 illus. in color.) Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier ICL Contribution to Landslide Disaster Risk Reduction Keynote Lectures, Recent development in evaluation and application of residual and fully softened shear strength for stability analysis of landslides -- Oso Landslide: Failure Mechanism and Runout Analyses Numerical Modelling for Slope Stabilizations in Modern Geotechnical Practice -- Recent Advances in the Methods of Slope Stability and Deformation Analyses -- Engineering Risk Mitigation for Landslide Hazard Chains: the Baige Landslides on the Jinsha River in 2018 -- Recent Development in Physical Modeling of Landslides, Application of magnetic tracking system in laboratory-scale rock avalanche model tests -- A simple physically-based distributed translational landslide model -- Behaviour of Slope Instability using Physical and Computational Modelling -- Centrifuge Modelling of Slope Failure due to Groundwater during Excavation -- Effects of Relative Density in Progressive Sliding of Tailing -- Experimental Studies on the Effect of Vegetation Density to Change Underground Seepage Rate and Stability of Slopes -- Laboratory simulations of submarine landslide failure mechanisms -- Laboratory tests to simulate the rainfall infiltration process of pyroclastic soils subject to instability -- Recent Development in Numerical Modeling of Landslides, 3D analysis of a fragmental rockfall -- 3D landslide models in VR -- A coupled discrete element and depth-averaged model for flow-like landslide simulations -- Advanced methods for simulating complex landslides -- Application of Reciprocal Green’s Functions on the Forecast of Submarine Landslide Tsunamis -- Deformation characteristics with porewater pressure development of shallow landslide triggered by rainfall infiltration -- Debris flow simulations due to landslide dam outburst and considering effective countermeasures -- First test results from the SMART-SED simulation tool basin scale sediment yield model -- Hazard assessment of a rainfall-induced deep-seated landslide in Hakha city, Myanmar -- Landslide hazard zoning based on the integrated simulation model (LS-Rapid) -- Numerical models of debris flows with entrainment analysis-case studies from the Republic of Serbia -- Numerical simulation of a creeping landslide case in Japan -- Numerical simulation of debris flows after ash fall at Mt. Fuji -- On the progression of slope failures using inverse velocity of surface movements in an undercut slope model -- Rainfall boundary condition in a multiphase Material Point Method -- Response of slopes to earthquakes and rainfall -- Reproduction of Sedimentation State during Rock Slope Failure Using the Simplified DEM Model -- Recent Development in soil and rock testing techniques, application and analysis methods, Analysis of shear strength variability of ash-fall pyroclastic soils involved in flow-like landslides -- Comparison of Soil Parameters and Soil Moduli E50 & E70 of Residual Soils used in Stability Analysis -- Influence of plant root asperities and architectural traits on soil shear resistance -- Modelling of Creep Behavior of Claystone in Mae Moh Open-Pit Mine Using the Soft Soil Creep Model -- Monotonic and Cyclic behaviour of tephra layer landslide at Takanodai from the 2016 Kumamoto earthquake -- Shearing rate effect on residual strength of typical clay soils in ring shear test -- Simple shear tests for unsaturated soils -- Simplest Methods of Determining Dynamic Soil Properties for Use in Co-seismic Hazard Analysis -- The acoustic emission characteristics and shear behaviour during granular shearing -- Recent advancements in the methods of slope stability and deformation analyses, Prediction of deformation of caisson type piles in open cut works and countermeasures employing early closure method -- Slope Stability Assessment of Weak and Weathered Rocks with BQ System -- Soil databases to assist slope stability assessments in the Eastern Caribbean -- The Mt Gamalama instability level in generating landslide-induced tsunami in Ternate Island, Indonesia -- Recent Development in Disaster Risk Assessment, Effect of Pore Pressure Dynamics on Progressive Failure in a Clayey Glaciolacustrine Landslide -- Engineering Geological Investigation and Slope Stability Analysis for Landslide Hazard Assessment in Indian Himalayas -- First considerations about post 2017 wildfire erosion response and debris flows in Susa valley (NW Italy) -- Identification of Sliding Surface and Crack Pattern in the Soil Creep, Case Study: Unika Soegijapranata Campus, Semarang, Central Java, Indonesia -- Preliminary result of real-time landslide monitoring in the case of the hinterland of Koroška Bela, NW Slovenia -- Quantitative risk analysis of earthquake-induced landslides -- Role of Remote Sensing Technology in Landslide Risk Management of Hong Kong -- The characteristics of the vegetation distribution related to the slope failure caused by the earthquake -- Cutting-edge technologies aiming for better outcomes of landslide disaster mitigation. This book is a part of ICL new book series “ICL Contribution to Landslide Disaster Risk Reduction” founded in 2019. Peer-reviewed papers submitted to the Fifth World Landslide Forum were published in six volumes of this book series. This book contains the followings: • Five keynote lectures • Recent development in physical modeling of landslides • Recent development in numerical modeling of landslides • Recent development in soil and rock testing techniques, application and analysis methods • Recent advancements in the methods of slope stability and deformation analyses • Recent development in disaster risk assessment Prof. Binod Tiwari is a Vice President of the International Consortium on Landslides (ICL). He is the Associate Vice President for research and sponsored project and Professor of civil and environmental engineering at the California State University, Fullerton, California, USA. Prof. Kyoji Sassa is the Founding President and the Secretary-General of the International Consortium on Landslides (ICL). He has been the Editor-in-Chief of International Journal Landslides since its foundation in 2004. Prof. Peter Bobrowsky is the President of the International Consortium on Landslides. He is a Senior Scientist of Geological Survey of Canada, Ottawa, Canada. Prof. Kaoru Takara is the Executive Director of the International Consortium on Landslides. He is a Professor and Dean of Graduate School of Advanced Integrated Studies (GSAIS) in Human Survivability (Shishu-Kan), Kyoto University. Natural disasters. Environmental management. Environmental policy. Konferenzschrift International Consortium on Landslides 2021 Kyōto (DE-588)1071861417 (DE-627)826484824 (DE-576)433375485 gnd-content s (DE-588)4178780-8 (DE-627)104608749 (DE-576)209986735 Rutschung gnd s (DE-588)4144662-8 (DE-627)105596507 (DE-576)209735635 Bergsturz gnd s (DE-588)4125674-8 (DE-627)105738344 (DE-576)209578572 Ingenieurgeologie gnd s (DE-588)4007385-3 (DE-627)104270764 (DE-576)208869948 Bodenmechanik gnd s (DE-588)4130470-6 (DE-627)104359463 (DE-576)209619287 Kongress gnd (DE-627) s (DE-588)4169027-8 (DE-627)105413097 (DE-576)209919949 Massenbewegung Geomorphologie gnd s (DE-588)4023336-4 (DE-627)106304445 (DE-576)208948597 Hang gnd s (DE-588)4279721-4 (DE-627)104389303 (DE-576)210746408 Hangsicherung gnd s (DE-588)4152709-4 (DE-627)105536318 (DE-576)209797630 Erdrutsch gnd (DE-627) Tiwari, Binod herausgeberin edt Sassa, Kyoji herausgeberin edt Bobrowsky, Peter T. herausgeberin edt Takara, Kaoru herausgeberin edt 9783030607050 9783030607074 9783030607081 Erscheint auch als Druck-Ausgabe 9783030607050 Erscheint auch als Druck-Ausgabe 9783030607074 Erscheint auch als Druck-Ausgabe 9783030607081 https://doi.org/10.1007/978-3-030-60706-7 X:SPRINGER Resolving-System lizenzpflichtig ZDB-2-EES 2021 ZDB-2-SEB 2021 ZDB-2-SXEE 2021 GBV_ILN_21 ISIL_DE-46 SYSFLAG_1 GBV_KXP GBV_ILN_22 ISIL_DE-18 GBV_ILN_23 ISIL_DE-830 GBV_ILN_31 ISIL_DE-27 GBV_ILN_60 ISIL_DE-705 GBV_ILN_62 ISIL_DE-28 GBV_ILN_65 ISIL_DE-3 GBV_ILN_110 ISIL_DE-Luen4 GBV_ILN_120 ISIL_DE-715 GBV_ILN_130 ISIL_DE-700 GBV_ILN_132 ISIL_DE-959 GBV_ILN_186 ISIL_DE-519 GBV_ILN_285 ISIL_DE-517 GBV_ILN_370 ISIL_DE-1373 GBV_ILN_381 ISIL_DE-Ki130 GBV_ILN_2003 ISIL_DE-25 GBV_ILN_2011 ISIL_DE-16 GBV_ILN_2014 ISIL_DE-90 GBV_ILN_2015 ISIL_DE-93 GBV_ILN_2017 ISIL_DE-576 GBV_ILN_2027 ISIL_DE-105 GBV_ILN_2148 ISIL_DE-950 BO 045F 551 21 01 0046 4326557087 ebook_2022_springer Freie Nutzung im <a href='http://nbn-resolving.de/urn:nbn:de:gbv:46-campusnetz9' Target='_blank'>Campusnetz</a> der Universitaet und der Hochschulen im Lande Bremen zza 28-05-23 22 01 0018 4068106258 00 --%%-- --%%-- s --%%-- Olr-seb-ees Vervielfältigungen (z.B. Kopien, Downloads) sind nur von einzelnen Kapiteln oder Seiten und nur zum eigenen wissenschaftlichen Gebrauch erlaubt. Keine Weitergabe an Dritte. Kein systematisches Downloaden durch Robots. zu 19-02-22 23 01 0830 3833127716 00 --%%-- --%%-- s --%%-- olr-springer i z 08-01-21 31 01 0027 3844740945 OLR-SEB Vervielfältigungen (z.B. Kopien, Downloads) sind nur von einzelnen Kapiteln oder Seiten und nur zum eigenen wissenschaftlichen Gebrauch erlaubt. Keine Weitergabe an Dritte. Kein systematisches Downloaden. z 29-01-21 60 01 0705 3833922060 00 --%%-- --%%-- s --%%-- SpringerLink Vervielfältigungen (z.B. Kopien, Downloads) sind nur von einzelnen Kapiteln oder Seiten und nur zum eigenen wissenschaftlichen Gebrauch erlaubt. Keine Weitergabe an Dritte. Kein systematisches Downloaden durch Robots. Nur für Angehörige der HSU: Volltextzugang von außerhalb des Campus mit Anmeldung über Shibboleth mit Ihrer Bibliothekskennung z 10-01-21 62 01 0028 4400702308 OLR-EES Vervielfältigungen (z.B. Kopien, Downloads) sind nur von einzelnen Kapiteln oder Seiten und nur zum eigenen wissenschaftlichen Gebrauch erlaubt. Die Weitergabe an Dritte sowie systematisches Downloaden sind untersagt. z 01-11-23 65 01 0003 3834056294 03 --%%-- ebook --%%-- --%%-- OLR-SEB-ZDB-2-EES Vervielfältigungen (z.B. Kopien, Downloads) sind nur von einzelnen Kapiteln oder Seiten und nur zum eigenen wissenschaftlichen Gebrauch erlaubt. Die Weitergabe an Dritte sowie systematisches Downloaden sind untersagt. k3o 10-01-21 110 01 3110 3833966033 00 --%%-- --%%-- s --%%-- OLR-SEB Vervielfältigungen (z.B. Kopien, Downloads) sind nur von einzelnen Kapiteln oder Seiten und nur zum eigenen wissenschaftlichen Gebrauch erlaubt. Keine Weitergabe an Dritte. Kein systematisches Downloaden durch Robots. z 10-01-21 120 01 0715 3836224771 00 --%%-- --%%-- g --%%-- alma z 14-01-21 130 01 0700 3833998601 OLR-SEB Vervielfältigungen (z. B. Kopien, Downloads) nur für den eigenen wissenschaftlichen Gebrauch. 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| allfieldsGer |
9783030607067 978-3-030-60706-7 10.1007/978-3-030-60706-7 doi (DE-627)1743798989 (DE-599)KEP060865830 (DE-He213)978-3-030-60706-7 (EBP)060865830 DE-627 ger DE-627 rda eng XA-DE RNR bicssc NAT023000 bisacsh Understanding and Reducing Landslide Disaster Risk Volume 4 Testing, Modeling and Risk Assessment edited by Binod Tiwari, Kyoji Sassa, Peter T. Bobrowsky, Kaoru Takara 1st ed. 2021. Cham Springer International Publishing 2021. Cham Imprint: Springer 2021. 1 Online-Ressource(XXVII, 507 p. 522 illus., 484 illus. in color.) Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier ICL Contribution to Landslide Disaster Risk Reduction Keynote Lectures, Recent development in evaluation and application of residual and fully softened shear strength for stability analysis of landslides -- Oso Landslide: Failure Mechanism and Runout Analyses Numerical Modelling for Slope Stabilizations in Modern Geotechnical Practice -- Recent Advances in the Methods of Slope Stability and Deformation Analyses -- Engineering Risk Mitigation for Landslide Hazard Chains: the Baige Landslides on the Jinsha River in 2018 -- Recent Development in Physical Modeling of Landslides, Application of magnetic tracking system in laboratory-scale rock avalanche model tests -- A simple physically-based distributed translational landslide model -- Behaviour of Slope Instability using Physical and Computational Modelling -- Centrifuge Modelling of Slope Failure due to Groundwater during Excavation -- Effects of Relative Density in Progressive Sliding of Tailing -- Experimental Studies on the Effect of Vegetation Density to Change Underground Seepage Rate and Stability of Slopes -- Laboratory simulations of submarine landslide failure mechanisms -- Laboratory tests to simulate the rainfall infiltration process of pyroclastic soils subject to instability -- Recent Development in Numerical Modeling of Landslides, 3D analysis of a fragmental rockfall -- 3D landslide models in VR -- A coupled discrete element and depth-averaged model for flow-like landslide simulations -- Advanced methods for simulating complex landslides -- Application of Reciprocal Green’s Functions on the Forecast of Submarine Landslide Tsunamis -- Deformation characteristics with porewater pressure development of shallow landslide triggered by rainfall infiltration -- Debris flow simulations due to landslide dam outburst and considering effective countermeasures -- First test results from the SMART-SED simulation tool basin scale sediment yield model -- Hazard assessment of a rainfall-induced deep-seated landslide in Hakha city, Myanmar -- Landslide hazard zoning based on the integrated simulation model (LS-Rapid) -- Numerical models of debris flows with entrainment analysis-case studies from the Republic of Serbia -- Numerical simulation of a creeping landslide case in Japan -- Numerical simulation of debris flows after ash fall at Mt. Fuji -- On the progression of slope failures using inverse velocity of surface movements in an undercut slope model -- Rainfall boundary condition in a multiphase Material Point Method -- Response of slopes to earthquakes and rainfall -- Reproduction of Sedimentation State during Rock Slope Failure Using the Simplified DEM Model -- Recent Development in soil and rock testing techniques, application and analysis methods, Analysis of shear strength variability of ash-fall pyroclastic soils involved in flow-like landslides -- Comparison of Soil Parameters and Soil Moduli E50 & E70 of Residual Soils used in Stability Analysis -- Influence of plant root asperities and architectural traits on soil shear resistance -- Modelling of Creep Behavior of Claystone in Mae Moh Open-Pit Mine Using the Soft Soil Creep Model -- Monotonic and Cyclic behaviour of tephra layer landslide at Takanodai from the 2016 Kumamoto earthquake -- Shearing rate effect on residual strength of typical clay soils in ring shear test -- Simple shear tests for unsaturated soils -- Simplest Methods of Determining Dynamic Soil Properties for Use in Co-seismic Hazard Analysis -- The acoustic emission characteristics and shear behaviour during granular shearing -- Recent advancements in the methods of slope stability and deformation analyses, Prediction of deformation of caisson type piles in open cut works and countermeasures employing early closure method -- Slope Stability Assessment of Weak and Weathered Rocks with BQ System -- Soil databases to assist slope stability assessments in the Eastern Caribbean -- The Mt Gamalama instability level in generating landslide-induced tsunami in Ternate Island, Indonesia -- Recent Development in Disaster Risk Assessment, Effect of Pore Pressure Dynamics on Progressive Failure in a Clayey Glaciolacustrine Landslide -- Engineering Geological Investigation and Slope Stability Analysis for Landslide Hazard Assessment in Indian Himalayas -- First considerations about post 2017 wildfire erosion response and debris flows in Susa valley (NW Italy) -- Identification of Sliding Surface and Crack Pattern in the Soil Creep, Case Study: Unika Soegijapranata Campus, Semarang, Central Java, Indonesia -- Preliminary result of real-time landslide monitoring in the case of the hinterland of Koroška Bela, NW Slovenia -- Quantitative risk analysis of earthquake-induced landslides -- Role of Remote Sensing Technology in Landslide Risk Management of Hong Kong -- The characteristics of the vegetation distribution related to the slope failure caused by the earthquake -- Cutting-edge technologies aiming for better outcomes of landslide disaster mitigation. This book is a part of ICL new book series “ICL Contribution to Landslide Disaster Risk Reduction” founded in 2019. Peer-reviewed papers submitted to the Fifth World Landslide Forum were published in six volumes of this book series. This book contains the followings: • Five keynote lectures • Recent development in physical modeling of landslides • Recent development in numerical modeling of landslides • Recent development in soil and rock testing techniques, application and analysis methods • Recent advancements in the methods of slope stability and deformation analyses • Recent development in disaster risk assessment Prof. Binod Tiwari is a Vice President of the International Consortium on Landslides (ICL). He is the Associate Vice President for research and sponsored project and Professor of civil and environmental engineering at the California State University, Fullerton, California, USA. Prof. Kyoji Sassa is the Founding President and the Secretary-General of the International Consortium on Landslides (ICL). He has been the Editor-in-Chief of International Journal Landslides since its foundation in 2004. Prof. Peter Bobrowsky is the President of the International Consortium on Landslides. He is a Senior Scientist of Geological Survey of Canada, Ottawa, Canada. Prof. Kaoru Takara is the Executive Director of the International Consortium on Landslides. He is a Professor and Dean of Graduate School of Advanced Integrated Studies (GSAIS) in Human Survivability (Shishu-Kan), Kyoto University. Natural disasters. Environmental management. Environmental policy. Konferenzschrift International Consortium on Landslides 2021 Kyōto (DE-588)1071861417 (DE-627)826484824 (DE-576)433375485 gnd-content s (DE-588)4178780-8 (DE-627)104608749 (DE-576)209986735 Rutschung gnd s (DE-588)4144662-8 (DE-627)105596507 (DE-576)209735635 Bergsturz gnd s (DE-588)4125674-8 (DE-627)105738344 (DE-576)209578572 Ingenieurgeologie gnd s (DE-588)4007385-3 (DE-627)104270764 (DE-576)208869948 Bodenmechanik gnd s (DE-588)4130470-6 (DE-627)104359463 (DE-576)209619287 Kongress gnd (DE-627) s (DE-588)4169027-8 (DE-627)105413097 (DE-576)209919949 Massenbewegung Geomorphologie gnd s (DE-588)4023336-4 (DE-627)106304445 (DE-576)208948597 Hang gnd s (DE-588)4279721-4 (DE-627)104389303 (DE-576)210746408 Hangsicherung gnd s (DE-588)4152709-4 (DE-627)105536318 (DE-576)209797630 Erdrutsch gnd (DE-627) Tiwari, Binod herausgeberin edt Sassa, Kyoji herausgeberin edt Bobrowsky, Peter T. herausgeberin edt Takara, Kaoru herausgeberin edt 9783030607050 9783030607074 9783030607081 Erscheint auch als Druck-Ausgabe 9783030607050 Erscheint auch als Druck-Ausgabe 9783030607074 Erscheint auch als Druck-Ausgabe 9783030607081 https://doi.org/10.1007/978-3-030-60706-7 X:SPRINGER Resolving-System lizenzpflichtig ZDB-2-EES 2021 ZDB-2-SEB 2021 ZDB-2-SXEE 2021 GBV_ILN_21 ISIL_DE-46 SYSFLAG_1 GBV_KXP GBV_ILN_22 ISIL_DE-18 GBV_ILN_23 ISIL_DE-830 GBV_ILN_31 ISIL_DE-27 GBV_ILN_60 ISIL_DE-705 GBV_ILN_62 ISIL_DE-28 GBV_ILN_65 ISIL_DE-3 GBV_ILN_110 ISIL_DE-Luen4 GBV_ILN_120 ISIL_DE-715 GBV_ILN_130 ISIL_DE-700 GBV_ILN_132 ISIL_DE-959 GBV_ILN_186 ISIL_DE-519 GBV_ILN_285 ISIL_DE-517 GBV_ILN_370 ISIL_DE-1373 GBV_ILN_381 ISIL_DE-Ki130 GBV_ILN_2003 ISIL_DE-25 GBV_ILN_2011 ISIL_DE-16 GBV_ILN_2014 ISIL_DE-90 GBV_ILN_2015 ISIL_DE-93 GBV_ILN_2017 ISIL_DE-576 GBV_ILN_2027 ISIL_DE-105 GBV_ILN_2148 ISIL_DE-950 BO 045F 551 21 01 0046 4326557087 ebook_2022_springer Freie Nutzung im <a href='http://nbn-resolving.de/urn:nbn:de:gbv:46-campusnetz9' Target='_blank'>Campusnetz</a> der Universitaet und der Hochschulen im Lande Bremen zza 28-05-23 22 01 0018 4068106258 00 --%%-- --%%-- s --%%-- Olr-seb-ees Vervielfältigungen (z.B. 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| allfieldsSound |
9783030607067 978-3-030-60706-7 10.1007/978-3-030-60706-7 doi (DE-627)1743798989 (DE-599)KEP060865830 (DE-He213)978-3-030-60706-7 (EBP)060865830 DE-627 ger DE-627 rda eng XA-DE RNR bicssc NAT023000 bisacsh Understanding and Reducing Landslide Disaster Risk Volume 4 Testing, Modeling and Risk Assessment edited by Binod Tiwari, Kyoji Sassa, Peter T. Bobrowsky, Kaoru Takara 1st ed. 2021. Cham Springer International Publishing 2021. Cham Imprint: Springer 2021. 1 Online-Ressource(XXVII, 507 p. 522 illus., 484 illus. in color.) Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier ICL Contribution to Landslide Disaster Risk Reduction Keynote Lectures, Recent development in evaluation and application of residual and fully softened shear strength for stability analysis of landslides -- Oso Landslide: Failure Mechanism and Runout Analyses Numerical Modelling for Slope Stabilizations in Modern Geotechnical Practice -- Recent Advances in the Methods of Slope Stability and Deformation Analyses -- Engineering Risk Mitigation for Landslide Hazard Chains: the Baige Landslides on the Jinsha River in 2018 -- Recent Development in Physical Modeling of Landslides, Application of magnetic tracking system in laboratory-scale rock avalanche model tests -- A simple physically-based distributed translational landslide model -- Behaviour of Slope Instability using Physical and Computational Modelling -- Centrifuge Modelling of Slope Failure due to Groundwater during Excavation -- Effects of Relative Density in Progressive Sliding of Tailing -- Experimental Studies on the Effect of Vegetation Density to Change Underground Seepage Rate and Stability of Slopes -- Laboratory simulations of submarine landslide failure mechanisms -- Laboratory tests to simulate the rainfall infiltration process of pyroclastic soils subject to instability -- Recent Development in Numerical Modeling of Landslides, 3D analysis of a fragmental rockfall -- 3D landslide models in VR -- A coupled discrete element and depth-averaged model for flow-like landslide simulations -- Advanced methods for simulating complex landslides -- Application of Reciprocal Green’s Functions on the Forecast of Submarine Landslide Tsunamis -- Deformation characteristics with porewater pressure development of shallow landslide triggered by rainfall infiltration -- Debris flow simulations due to landslide dam outburst and considering effective countermeasures -- First test results from the SMART-SED simulation tool basin scale sediment yield model -- Hazard assessment of a rainfall-induced deep-seated landslide in Hakha city, Myanmar -- Landslide hazard zoning based on the integrated simulation model (LS-Rapid) -- Numerical models of debris flows with entrainment analysis-case studies from the Republic of Serbia -- Numerical simulation of a creeping landslide case in Japan -- Numerical simulation of debris flows after ash fall at Mt. Fuji -- On the progression of slope failures using inverse velocity of surface movements in an undercut slope model -- Rainfall boundary condition in a multiphase Material Point Method -- Response of slopes to earthquakes and rainfall -- Reproduction of Sedimentation State during Rock Slope Failure Using the Simplified DEM Model -- Recent Development in soil and rock testing techniques, application and analysis methods, Analysis of shear strength variability of ash-fall pyroclastic soils involved in flow-like landslides -- Comparison of Soil Parameters and Soil Moduli E50 & E70 of Residual Soils used in Stability Analysis -- Influence of plant root asperities and architectural traits on soil shear resistance -- Modelling of Creep Behavior of Claystone in Mae Moh Open-Pit Mine Using the Soft Soil Creep Model -- Monotonic and Cyclic behaviour of tephra layer landslide at Takanodai from the 2016 Kumamoto earthquake -- Shearing rate effect on residual strength of typical clay soils in ring shear test -- Simple shear tests for unsaturated soils -- Simplest Methods of Determining Dynamic Soil Properties for Use in Co-seismic Hazard Analysis -- The acoustic emission characteristics and shear behaviour during granular shearing -- Recent advancements in the methods of slope stability and deformation analyses, Prediction of deformation of caisson type piles in open cut works and countermeasures employing early closure method -- Slope Stability Assessment of Weak and Weathered Rocks with BQ System -- Soil databases to assist slope stability assessments in the Eastern Caribbean -- The Mt Gamalama instability level in generating landslide-induced tsunami in Ternate Island, Indonesia -- Recent Development in Disaster Risk Assessment, Effect of Pore Pressure Dynamics on Progressive Failure in a Clayey Glaciolacustrine Landslide -- Engineering Geological Investigation and Slope Stability Analysis for Landslide Hazard Assessment in Indian Himalayas -- First considerations about post 2017 wildfire erosion response and debris flows in Susa valley (NW Italy) -- Identification of Sliding Surface and Crack Pattern in the Soil Creep, Case Study: Unika Soegijapranata Campus, Semarang, Central Java, Indonesia -- Preliminary result of real-time landslide monitoring in the case of the hinterland of Koroška Bela, NW Slovenia -- Quantitative risk analysis of earthquake-induced landslides -- Role of Remote Sensing Technology in Landslide Risk Management of Hong Kong -- The characteristics of the vegetation distribution related to the slope failure caused by the earthquake -- Cutting-edge technologies aiming for better outcomes of landslide disaster mitigation. This book is a part of ICL new book series “ICL Contribution to Landslide Disaster Risk Reduction” founded in 2019. Peer-reviewed papers submitted to the Fifth World Landslide Forum were published in six volumes of this book series. This book contains the followings: • Five keynote lectures • Recent development in physical modeling of landslides • Recent development in numerical modeling of landslides • Recent development in soil and rock testing techniques, application and analysis methods • Recent advancements in the methods of slope stability and deformation analyses • Recent development in disaster risk assessment Prof. Binod Tiwari is a Vice President of the International Consortium on Landslides (ICL). He is the Associate Vice President for research and sponsored project and Professor of civil and environmental engineering at the California State University, Fullerton, California, USA. Prof. Kyoji Sassa is the Founding President and the Secretary-General of the International Consortium on Landslides (ICL). He has been the Editor-in-Chief of International Journal Landslides since its foundation in 2004. Prof. Peter Bobrowsky is the President of the International Consortium on Landslides. He is a Senior Scientist of Geological Survey of Canada, Ottawa, Canada. Prof. Kaoru Takara is the Executive Director of the International Consortium on Landslides. He is a Professor and Dean of Graduate School of Advanced Integrated Studies (GSAIS) in Human Survivability (Shishu-Kan), Kyoto University. Natural disasters. Environmental management. Environmental policy. Konferenzschrift International Consortium on Landslides 2021 Kyōto (DE-588)1071861417 (DE-627)826484824 (DE-576)433375485 gnd-content s (DE-588)4178780-8 (DE-627)104608749 (DE-576)209986735 Rutschung gnd s (DE-588)4144662-8 (DE-627)105596507 (DE-576)209735635 Bergsturz gnd s (DE-588)4125674-8 (DE-627)105738344 (DE-576)209578572 Ingenieurgeologie gnd s (DE-588)4007385-3 (DE-627)104270764 (DE-576)208869948 Bodenmechanik gnd s (DE-588)4130470-6 (DE-627)104359463 (DE-576)209619287 Kongress gnd (DE-627) s (DE-588)4169027-8 (DE-627)105413097 (DE-576)209919949 Massenbewegung Geomorphologie gnd s (DE-588)4023336-4 (DE-627)106304445 (DE-576)208948597 Hang gnd s (DE-588)4279721-4 (DE-627)104389303 (DE-576)210746408 Hangsicherung gnd s (DE-588)4152709-4 (DE-627)105536318 (DE-576)209797630 Erdrutsch gnd (DE-627) Tiwari, Binod herausgeberin edt Sassa, Kyoji herausgeberin edt Bobrowsky, Peter T. herausgeberin edt Takara, Kaoru herausgeberin edt 9783030607050 9783030607074 9783030607081 Erscheint auch als Druck-Ausgabe 9783030607050 Erscheint auch als Druck-Ausgabe 9783030607074 Erscheint auch als Druck-Ausgabe 9783030607081 https://doi.org/10.1007/978-3-030-60706-7 X:SPRINGER Resolving-System lizenzpflichtig ZDB-2-EES 2021 ZDB-2-SEB 2021 ZDB-2-SXEE 2021 GBV_ILN_21 ISIL_DE-46 SYSFLAG_1 GBV_KXP GBV_ILN_22 ISIL_DE-18 GBV_ILN_23 ISIL_DE-830 GBV_ILN_31 ISIL_DE-27 GBV_ILN_60 ISIL_DE-705 GBV_ILN_62 ISIL_DE-28 GBV_ILN_65 ISIL_DE-3 GBV_ILN_110 ISIL_DE-Luen4 GBV_ILN_120 ISIL_DE-715 GBV_ILN_130 ISIL_DE-700 GBV_ILN_132 ISIL_DE-959 GBV_ILN_186 ISIL_DE-519 GBV_ILN_285 ISIL_DE-517 GBV_ILN_370 ISIL_DE-1373 GBV_ILN_381 ISIL_DE-Ki130 GBV_ILN_2003 ISIL_DE-25 GBV_ILN_2011 ISIL_DE-16 GBV_ILN_2014 ISIL_DE-90 GBV_ILN_2015 ISIL_DE-93 GBV_ILN_2017 ISIL_DE-576 GBV_ILN_2027 ISIL_DE-105 GBV_ILN_2148 ISIL_DE-950 BO 045F 551 21 01 0046 4326557087 ebook_2022_springer Freie Nutzung im <a href='http://nbn-resolving.de/urn:nbn:de:gbv:46-campusnetz9' Target='_blank'>Campusnetz</a> der Universitaet und der Hochschulen im Lande Bremen zza 28-05-23 22 01 0018 4068106258 00 --%%-- --%%-- s --%%-- Olr-seb-ees Vervielfältigungen (z.B. 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Bobrowsky, Kaoru Takara</subfield></datafield><datafield tag="250" ind1=" " ind2=" "><subfield code="a">1st ed. 2021.</subfield></datafield><datafield tag="264" ind1=" " ind2="1"><subfield code="a">Cham</subfield><subfield code="b">Springer International Publishing</subfield><subfield code="c">2021.</subfield></datafield><datafield tag="264" ind1=" " ind2="1"><subfield code="a">Cham</subfield><subfield code="b">Imprint: Springer</subfield><subfield code="c">2021.</subfield></datafield><datafield tag="300" ind1=" " ind2=" "><subfield code="a">1 Online-Ressource(XXVII, 507 p. 522 illus., 484 illus. in color.)</subfield></datafield><datafield tag="336" ind1=" " ind2=" "><subfield code="a">Text</subfield><subfield code="b">txt</subfield><subfield code="2">rdacontent</subfield></datafield><datafield tag="337" ind1=" " ind2=" "><subfield code="a">Computermedien</subfield><subfield code="b">c</subfield><subfield code="2">rdamedia</subfield></datafield><datafield tag="338" ind1=" " ind2=" "><subfield code="a">Online-Ressource</subfield><subfield code="b">cr</subfield><subfield code="2">rdacarrier</subfield></datafield><datafield tag="490" ind1="0" ind2=" "><subfield code="a">ICL Contribution to Landslide Disaster Risk Reduction</subfield></datafield><datafield tag="520" ind1=" " ind2=" "><subfield code="a">Keynote Lectures, Recent development in evaluation and application of residual and fully softened shear strength for stability analysis of landslides -- Oso Landslide: Failure Mechanism and Runout Analyses Numerical Modelling for Slope Stabilizations in Modern Geotechnical Practice -- Recent Advances in the Methods of Slope Stability and Deformation Analyses -- Engineering Risk Mitigation for Landslide Hazard Chains: the Baige Landslides on the Jinsha River in 2018 -- Recent Development in Physical Modeling of Landslides, Application of magnetic tracking system in laboratory-scale rock avalanche model tests -- A simple physically-based distributed translational landslide model -- Behaviour of Slope Instability using Physical and Computational Modelling -- Centrifuge Modelling of Slope Failure due to Groundwater during Excavation -- Effects of Relative Density in Progressive Sliding of Tailing -- Experimental Studies on the Effect of Vegetation Density to Change Underground Seepage Rate and Stability of Slopes -- Laboratory simulations of submarine landslide failure mechanisms -- Laboratory tests to simulate the rainfall infiltration process of pyroclastic soils subject to instability -- Recent Development in Numerical Modeling of Landslides, 3D analysis of a fragmental rockfall -- 3D landslide models in VR -- A coupled discrete element and depth-averaged model for flow-like landslide simulations -- Advanced methods for simulating complex landslides -- Application of Reciprocal Green’s Functions on the Forecast of Submarine Landslide Tsunamis -- Deformation characteristics with porewater pressure development of shallow landslide triggered by rainfall infiltration -- Debris flow simulations due to landslide dam outburst and considering effective countermeasures -- First test results from the SMART-SED simulation tool basin scale sediment yield model -- Hazard assessment of a rainfall-induced deep-seated landslide in Hakha city, Myanmar -- Landslide hazard zoning based on the integrated simulation model (LS-Rapid) -- Numerical models of debris flows with entrainment analysis-case studies from the Republic of Serbia -- Numerical simulation of a creeping landslide case in Japan -- Numerical simulation of debris flows after ash fall at Mt. Fuji -- On the progression of slope failures using inverse velocity of surface movements in an undercut slope model -- Rainfall boundary condition in a multiphase Material Point Method -- Response of slopes to earthquakes and rainfall -- Reproduction of Sedimentation State during Rock Slope Failure Using the Simplified DEM Model -- Recent Development in soil and rock testing techniques, application and analysis methods, Analysis of shear strength variability of ash-fall pyroclastic soils involved in flow-like landslides -- Comparison of Soil Parameters and Soil Moduli E50 & E70 of Residual Soils used in Stability Analysis -- Influence of plant root asperities and architectural traits on soil shear resistance -- Modelling of Creep Behavior of Claystone in Mae Moh Open-Pit Mine Using the Soft Soil Creep Model -- Monotonic and Cyclic behaviour of tephra layer landslide at Takanodai from the 2016 Kumamoto earthquake -- Shearing rate effect on residual strength of typical clay soils in ring shear test -- Simple shear tests for unsaturated soils -- Simplest Methods of Determining Dynamic Soil Properties for Use in Co-seismic Hazard Analysis -- The acoustic emission characteristics and shear behaviour during granular shearing -- Recent advancements in the methods of slope stability and deformation analyses, Prediction of deformation of caisson type piles in open cut works and countermeasures employing early closure method -- Slope Stability Assessment of Weak and Weathered Rocks with BQ System -- Soil databases to assist slope stability assessments in the Eastern Caribbean -- The Mt Gamalama instability level in generating landslide-induced tsunami in Ternate Island, Indonesia -- Recent Development in Disaster Risk Assessment, Effect of Pore Pressure Dynamics on Progressive Failure in a Clayey Glaciolacustrine Landslide -- Engineering Geological Investigation and Slope Stability Analysis for Landslide Hazard Assessment in Indian Himalayas -- First considerations about post 2017 wildfire erosion response and debris flows in Susa valley (NW Italy) -- Identification of Sliding Surface and Crack Pattern in the Soil Creep, Case Study: Unika Soegijapranata Campus, Semarang, Central Java, Indonesia -- Preliminary result of real-time landslide monitoring in the case of the hinterland of Koroška Bela, NW Slovenia -- Quantitative risk analysis of earthquake-induced landslides -- Role of Remote Sensing Technology in Landslide Risk Management of Hong Kong -- The characteristics of the vegetation distribution related to the slope failure caused by the earthquake -- Cutting-edge technologies aiming for better outcomes of landslide disaster mitigation.</subfield></datafield><datafield tag="520" ind1=" " ind2=" "><subfield code="a">This book is a part of ICL new book series “ICL Contribution to Landslide Disaster Risk Reduction” founded in 2019. Peer-reviewed papers submitted to the Fifth World Landslide Forum were published in six volumes of this book series. This book contains the followings: • Five keynote lectures • Recent development in physical modeling of landslides • Recent development in numerical modeling of landslides • Recent development in soil and rock testing techniques, application and analysis methods • Recent advancements in the methods of slope stability and deformation analyses • Recent development in disaster risk assessment Prof. Binod Tiwari is a Vice President of the International Consortium on Landslides (ICL). He is the Associate Vice President for research and sponsored project and Professor of civil and environmental engineering at the California State University, Fullerton, California, USA. Prof. Kyoji Sassa is the Founding President and the Secretary-General of the International Consortium on Landslides (ICL). He has been the Editor-in-Chief of International Journal Landslides since its foundation in 2004. Prof. Peter Bobrowsky is the President of the International Consortium on Landslides. He is a Senior Scientist of Geological Survey of Canada, Ottawa, Canada. Prof. Kaoru Takara is the Executive Director of the International Consortium on Landslides. He is a Professor and Dean of Graduate School of Advanced Integrated Studies (GSAIS) in Human Survivability (Shishu-Kan), Kyoto University.</subfield></datafield><datafield tag="650" ind1=" " ind2="0"><subfield code="a">Natural disasters.</subfield></datafield><datafield tag="650" ind1=" " ind2="0"><subfield code="a">Environmental management.</subfield></datafield><datafield tag="650" ind1=" " ind2="0"><subfield code="a">Environmental policy.</subfield></datafield><datafield tag="655" ind1=" " ind2="7"><subfield code="a">Konferenzschrift</subfield><subfield code="x">International Consortium on Landslides</subfield><subfield code="y">2021</subfield><subfield code="z">Kyōto</subfield><subfield code="0">(DE-588)1071861417</subfield><subfield code="0">(DE-627)826484824</subfield><subfield code="0">(DE-576)433375485</subfield><subfield code="2">gnd-content</subfield></datafield><datafield tag="689" ind1="0" ind2="0"><subfield code="D">s</subfield><subfield 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understanding and reducing landslide disaster riskvolume 4 testing, modeling and risk assessment |
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Understanding and Reducing Landslide Disaster Risk Volume 4 Testing, Modeling and Risk Assessment |
| abstract |
Keynote Lectures, Recent development in evaluation and application of residual and fully softened shear strength for stability analysis of landslides -- Oso Landslide: Failure Mechanism and Runout Analyses Numerical Modelling for Slope Stabilizations in Modern Geotechnical Practice -- Recent Advances in the Methods of Slope Stability and Deformation Analyses -- Engineering Risk Mitigation for Landslide Hazard Chains: the Baige Landslides on the Jinsha River in 2018 -- Recent Development in Physical Modeling of Landslides, Application of magnetic tracking system in laboratory-scale rock avalanche model tests -- A simple physically-based distributed translational landslide model -- Behaviour of Slope Instability using Physical and Computational Modelling -- Centrifuge Modelling of Slope Failure due to Groundwater during Excavation -- Effects of Relative Density in Progressive Sliding of Tailing -- Experimental Studies on the Effect of Vegetation Density to Change Underground Seepage Rate and Stability of Slopes -- Laboratory simulations of submarine landslide failure mechanisms -- Laboratory tests to simulate the rainfall infiltration process of pyroclastic soils subject to instability -- Recent Development in Numerical Modeling of Landslides, 3D analysis of a fragmental rockfall -- 3D landslide models in VR -- A coupled discrete element and depth-averaged model for flow-like landslide simulations -- Advanced methods for simulating complex landslides -- Application of Reciprocal Green’s Functions on the Forecast of Submarine Landslide Tsunamis -- Deformation characteristics with porewater pressure development of shallow landslide triggered by rainfall infiltration -- Debris flow simulations due to landslide dam outburst and considering effective countermeasures -- First test results from the SMART-SED simulation tool basin scale sediment yield model -- Hazard assessment of a rainfall-induced deep-seated landslide in Hakha city, Myanmar -- Landslide hazard zoning based on the integrated simulation model (LS-Rapid) -- Numerical models of debris flows with entrainment analysis-case studies from the Republic of Serbia -- Numerical simulation of a creeping landslide case in Japan -- Numerical simulation of debris flows after ash fall at Mt. Fuji -- On the progression of slope failures using inverse velocity of surface movements in an undercut slope model -- Rainfall boundary condition in a multiphase Material Point Method -- Response of slopes to earthquakes and rainfall -- Reproduction of Sedimentation State during Rock Slope Failure Using the Simplified DEM Model -- Recent Development in soil and rock testing techniques, application and analysis methods, Analysis of shear strength variability of ash-fall pyroclastic soils involved in flow-like landslides -- Comparison of Soil Parameters and Soil Moduli E50 & E70 of Residual Soils used in Stability Analysis -- Influence of plant root asperities and architectural traits on soil shear resistance -- Modelling of Creep Behavior of Claystone in Mae Moh Open-Pit Mine Using the Soft Soil Creep Model -- Monotonic and Cyclic behaviour of tephra layer landslide at Takanodai from the 2016 Kumamoto earthquake -- Shearing rate effect on residual strength of typical clay soils in ring shear test -- Simple shear tests for unsaturated soils -- Simplest Methods of Determining Dynamic Soil Properties for Use in Co-seismic Hazard Analysis -- The acoustic emission characteristics and shear behaviour during granular shearing -- Recent advancements in the methods of slope stability and deformation analyses, Prediction of deformation of caisson type piles in open cut works and countermeasures employing early closure method -- Slope Stability Assessment of Weak and Weathered Rocks with BQ System -- Soil databases to assist slope stability assessments in the Eastern Caribbean -- The Mt Gamalama instability level in generating landslide-induced tsunami in Ternate Island, Indonesia -- Recent Development in Disaster Risk Assessment, Effect of Pore Pressure Dynamics on Progressive Failure in a Clayey Glaciolacustrine Landslide -- Engineering Geological Investigation and Slope Stability Analysis for Landslide Hazard Assessment in Indian Himalayas -- First considerations about post 2017 wildfire erosion response and debris flows in Susa valley (NW Italy) -- Identification of Sliding Surface and Crack Pattern in the Soil Creep, Case Study: Unika Soegijapranata Campus, Semarang, Central Java, Indonesia -- Preliminary result of real-time landslide monitoring in the case of the hinterland of Koroška Bela, NW Slovenia -- Quantitative risk analysis of earthquake-induced landslides -- Role of Remote Sensing Technology in Landslide Risk Management of Hong Kong -- The characteristics of the vegetation distribution related to the slope failure caused by the earthquake -- Cutting-edge technologies aiming for better outcomes of landslide disaster mitigation. This book is a part of ICL new book series “ICL Contribution to Landslide Disaster Risk Reduction” founded in 2019. Peer-reviewed papers submitted to the Fifth World Landslide Forum were published in six volumes of this book series. This book contains the followings: • Five keynote lectures • Recent development in physical modeling of landslides • Recent development in numerical modeling of landslides • Recent development in soil and rock testing techniques, application and analysis methods • Recent advancements in the methods of slope stability and deformation analyses • Recent development in disaster risk assessment Prof. Binod Tiwari is a Vice President of the International Consortium on Landslides (ICL). He is the Associate Vice President for research and sponsored project and Professor of civil and environmental engineering at the California State University, Fullerton, California, USA. Prof. Kyoji Sassa is the Founding President and the Secretary-General of the International Consortium on Landslides (ICL). He has been the Editor-in-Chief of International Journal Landslides since its foundation in 2004. Prof. Peter Bobrowsky is the President of the International Consortium on Landslides. He is a Senior Scientist of Geological Survey of Canada, Ottawa, Canada. Prof. Kaoru Takara is the Executive Director of the International Consortium on Landslides. He is a Professor and Dean of Graduate School of Advanced Integrated Studies (GSAIS) in Human Survivability (Shishu-Kan), Kyoto University. |
| abstractGer |
Keynote Lectures, Recent development in evaluation and application of residual and fully softened shear strength for stability analysis of landslides -- Oso Landslide: Failure Mechanism and Runout Analyses Numerical Modelling for Slope Stabilizations in Modern Geotechnical Practice -- Recent Advances in the Methods of Slope Stability and Deformation Analyses -- Engineering Risk Mitigation for Landslide Hazard Chains: the Baige Landslides on the Jinsha River in 2018 -- Recent Development in Physical Modeling of Landslides, Application of magnetic tracking system in laboratory-scale rock avalanche model tests -- A simple physically-based distributed translational landslide model -- Behaviour of Slope Instability using Physical and Computational Modelling -- Centrifuge Modelling of Slope Failure due to Groundwater during Excavation -- Effects of Relative Density in Progressive Sliding of Tailing -- Experimental Studies on the Effect of Vegetation Density to Change Underground Seepage Rate and Stability of Slopes -- Laboratory simulations of submarine landslide failure mechanisms -- Laboratory tests to simulate the rainfall infiltration process of pyroclastic soils subject to instability -- Recent Development in Numerical Modeling of Landslides, 3D analysis of a fragmental rockfall -- 3D landslide models in VR -- A coupled discrete element and depth-averaged model for flow-like landslide simulations -- Advanced methods for simulating complex landslides -- Application of Reciprocal Green’s Functions on the Forecast of Submarine Landslide Tsunamis -- Deformation characteristics with porewater pressure development of shallow landslide triggered by rainfall infiltration -- Debris flow simulations due to landslide dam outburst and considering effective countermeasures -- First test results from the SMART-SED simulation tool basin scale sediment yield model -- Hazard assessment of a rainfall-induced deep-seated landslide in Hakha city, Myanmar -- Landslide hazard zoning based on the integrated simulation model (LS-Rapid) -- Numerical models of debris flows with entrainment analysis-case studies from the Republic of Serbia -- Numerical simulation of a creeping landslide case in Japan -- Numerical simulation of debris flows after ash fall at Mt. Fuji -- On the progression of slope failures using inverse velocity of surface movements in an undercut slope model -- Rainfall boundary condition in a multiphase Material Point Method -- Response of slopes to earthquakes and rainfall -- Reproduction of Sedimentation State during Rock Slope Failure Using the Simplified DEM Model -- Recent Development in soil and rock testing techniques, application and analysis methods, Analysis of shear strength variability of ash-fall pyroclastic soils involved in flow-like landslides -- Comparison of Soil Parameters and Soil Moduli E50 & E70 of Residual Soils used in Stability Analysis -- Influence of plant root asperities and architectural traits on soil shear resistance -- Modelling of Creep Behavior of Claystone in Mae Moh Open-Pit Mine Using the Soft Soil Creep Model -- Monotonic and Cyclic behaviour of tephra layer landslide at Takanodai from the 2016 Kumamoto earthquake -- Shearing rate effect on residual strength of typical clay soils in ring shear test -- Simple shear tests for unsaturated soils -- Simplest Methods of Determining Dynamic Soil Properties for Use in Co-seismic Hazard Analysis -- The acoustic emission characteristics and shear behaviour during granular shearing -- Recent advancements in the methods of slope stability and deformation analyses, Prediction of deformation of caisson type piles in open cut works and countermeasures employing early closure method -- Slope Stability Assessment of Weak and Weathered Rocks with BQ System -- Soil databases to assist slope stability assessments in the Eastern Caribbean -- The Mt Gamalama instability level in generating landslide-induced tsunami in Ternate Island, Indonesia -- Recent Development in Disaster Risk Assessment, Effect of Pore Pressure Dynamics on Progressive Failure in a Clayey Glaciolacustrine Landslide -- Engineering Geological Investigation and Slope Stability Analysis for Landslide Hazard Assessment in Indian Himalayas -- First considerations about post 2017 wildfire erosion response and debris flows in Susa valley (NW Italy) -- Identification of Sliding Surface and Crack Pattern in the Soil Creep, Case Study: Unika Soegijapranata Campus, Semarang, Central Java, Indonesia -- Preliminary result of real-time landslide monitoring in the case of the hinterland of Koroška Bela, NW Slovenia -- Quantitative risk analysis of earthquake-induced landslides -- Role of Remote Sensing Technology in Landslide Risk Management of Hong Kong -- The characteristics of the vegetation distribution related to the slope failure caused by the earthquake -- Cutting-edge technologies aiming for better outcomes of landslide disaster mitigation. This book is a part of ICL new book series “ICL Contribution to Landslide Disaster Risk Reduction” founded in 2019. Peer-reviewed papers submitted to the Fifth World Landslide Forum were published in six volumes of this book series. This book contains the followings: • Five keynote lectures • Recent development in physical modeling of landslides • Recent development in numerical modeling of landslides • Recent development in soil and rock testing techniques, application and analysis methods • Recent advancements in the methods of slope stability and deformation analyses • Recent development in disaster risk assessment Prof. Binod Tiwari is a Vice President of the International Consortium on Landslides (ICL). He is the Associate Vice President for research and sponsored project and Professor of civil and environmental engineering at the California State University, Fullerton, California, USA. Prof. Kyoji Sassa is the Founding President and the Secretary-General of the International Consortium on Landslides (ICL). He has been the Editor-in-Chief of International Journal Landslides since its foundation in 2004. Prof. Peter Bobrowsky is the President of the International Consortium on Landslides. He is a Senior Scientist of Geological Survey of Canada, Ottawa, Canada. Prof. Kaoru Takara is the Executive Director of the International Consortium on Landslides. He is a Professor and Dean of Graduate School of Advanced Integrated Studies (GSAIS) in Human Survivability (Shishu-Kan), Kyoto University. |
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Keynote Lectures, Recent development in evaluation and application of residual and fully softened shear strength for stability analysis of landslides -- Oso Landslide: Failure Mechanism and Runout Analyses Numerical Modelling for Slope Stabilizations in Modern Geotechnical Practice -- Recent Advances in the Methods of Slope Stability and Deformation Analyses -- Engineering Risk Mitigation for Landslide Hazard Chains: the Baige Landslides on the Jinsha River in 2018 -- Recent Development in Physical Modeling of Landslides, Application of magnetic tracking system in laboratory-scale rock avalanche model tests -- A simple physically-based distributed translational landslide model -- Behaviour of Slope Instability using Physical and Computational Modelling -- Centrifuge Modelling of Slope Failure due to Groundwater during Excavation -- Effects of Relative Density in Progressive Sliding of Tailing -- Experimental Studies on the Effect of Vegetation Density to Change Underground Seepage Rate and Stability of Slopes -- Laboratory simulations of submarine landslide failure mechanisms -- Laboratory tests to simulate the rainfall infiltration process of pyroclastic soils subject to instability -- Recent Development in Numerical Modeling of Landslides, 3D analysis of a fragmental rockfall -- 3D landslide models in VR -- A coupled discrete element and depth-averaged model for flow-like landslide simulations -- Advanced methods for simulating complex landslides -- Application of Reciprocal Green’s Functions on the Forecast of Submarine Landslide Tsunamis -- Deformation characteristics with porewater pressure development of shallow landslide triggered by rainfall infiltration -- Debris flow simulations due to landslide dam outburst and considering effective countermeasures -- First test results from the SMART-SED simulation tool basin scale sediment yield model -- Hazard assessment of a rainfall-induced deep-seated landslide in Hakha city, Myanmar -- Landslide hazard zoning based on the integrated simulation model (LS-Rapid) -- Numerical models of debris flows with entrainment analysis-case studies from the Republic of Serbia -- Numerical simulation of a creeping landslide case in Japan -- Numerical simulation of debris flows after ash fall at Mt. Fuji -- On the progression of slope failures using inverse velocity of surface movements in an undercut slope model -- Rainfall boundary condition in a multiphase Material Point Method -- Response of slopes to earthquakes and rainfall -- Reproduction of Sedimentation State during Rock Slope Failure Using the Simplified DEM Model -- Recent Development in soil and rock testing techniques, application and analysis methods, Analysis of shear strength variability of ash-fall pyroclastic soils involved in flow-like landslides -- Comparison of Soil Parameters and Soil Moduli E50 & E70 of Residual Soils used in Stability Analysis -- Influence of plant root asperities and architectural traits on soil shear resistance -- Modelling of Creep Behavior of Claystone in Mae Moh Open-Pit Mine Using the Soft Soil Creep Model -- Monotonic and Cyclic behaviour of tephra layer landslide at Takanodai from the 2016 Kumamoto earthquake -- Shearing rate effect on residual strength of typical clay soils in ring shear test -- Simple shear tests for unsaturated soils -- Simplest Methods of Determining Dynamic Soil Properties for Use in Co-seismic Hazard Analysis -- The acoustic emission characteristics and shear behaviour during granular shearing -- Recent advancements in the methods of slope stability and deformation analyses, Prediction of deformation of caisson type piles in open cut works and countermeasures employing early closure method -- Slope Stability Assessment of Weak and Weathered Rocks with BQ System -- Soil databases to assist slope stability assessments in the Eastern Caribbean -- The Mt Gamalama instability level in generating landslide-induced tsunami in Ternate Island, Indonesia -- Recent Development in Disaster Risk Assessment, Effect of Pore Pressure Dynamics on Progressive Failure in a Clayey Glaciolacustrine Landslide -- Engineering Geological Investigation and Slope Stability Analysis for Landslide Hazard Assessment in Indian Himalayas -- First considerations about post 2017 wildfire erosion response and debris flows in Susa valley (NW Italy) -- Identification of Sliding Surface and Crack Pattern in the Soil Creep, Case Study: Unika Soegijapranata Campus, Semarang, Central Java, Indonesia -- Preliminary result of real-time landslide monitoring in the case of the hinterland of Koroška Bela, NW Slovenia -- Quantitative risk analysis of earthquake-induced landslides -- Role of Remote Sensing Technology in Landslide Risk Management of Hong Kong -- The characteristics of the vegetation distribution related to the slope failure caused by the earthquake -- Cutting-edge technologies aiming for better outcomes of landslide disaster mitigation. This book is a part of ICL new book series “ICL Contribution to Landslide Disaster Risk Reduction” founded in 2019. Peer-reviewed papers submitted to the Fifth World Landslide Forum were published in six volumes of this book series. This book contains the followings: • Five keynote lectures • Recent development in physical modeling of landslides • Recent development in numerical modeling of landslides • Recent development in soil and rock testing techniques, application and analysis methods • Recent advancements in the methods of slope stability and deformation analyses • Recent development in disaster risk assessment Prof. Binod Tiwari is a Vice President of the International Consortium on Landslides (ICL). He is the Associate Vice President for research and sponsored project and Professor of civil and environmental engineering at the California State University, Fullerton, California, USA. Prof. Kyoji Sassa is the Founding President and the Secretary-General of the International Consortium on Landslides (ICL). He has been the Editor-in-Chief of International Journal Landslides since its foundation in 2004. Prof. Peter Bobrowsky is the President of the International Consortium on Landslides. He is a Senior Scientist of Geological Survey of Canada, Ottawa, Canada. Prof. Kaoru Takara is the Executive Director of the International Consortium on Landslides. He is a Professor and Dean of Graduate School of Advanced Integrated Studies (GSAIS) in Human Survivability (Shishu-Kan), Kyoto University. |
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"><subfield code="a">ISIL_DE-Ki130</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2003</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">ISIL_DE-25</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2011</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">ISIL_DE-16</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2014</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">ISIL_DE-90</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2015</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">ISIL_DE-93</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2017</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">ISIL_DE-576</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2027</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">ISIL_DE-105</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2148</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">ISIL_DE-950</subfield></datafield><datafield tag="951" ind1=" " ind2=" "><subfield code="a">BO</subfield></datafield><datafield tag="953" ind1=" " ind2=" "><subfield code="2">045F</subfield><subfield code="a">551</subfield></datafield><datafield tag="980" ind1=" " ind2=" "><subfield code="2">21</subfield><subfield code="1">01</subfield><subfield code="x">0046</subfield><subfield code="b">4326557087</subfield><subfield code="h">ebook_2022_springer</subfield><subfield code="k">Freie Nutzung im <a href='http://nbn-resolving.de/urn:nbn:de:gbv:46-campusnetz9' Target='_blank'>Campusnetz</a> der Universitaet und der Hochschulen im Lande Bremen</subfield><subfield code="y">zza</subfield><subfield code="z">28-05-23</subfield></datafield><datafield tag="980" ind1=" " ind2=" "><subfield code="2">22</subfield><subfield code="1">01</subfield><subfield code="x">0018</subfield><subfield code="b">4068106258</subfield><subfield code="c">00</subfield><subfield code="f">--%%--</subfield><subfield code="d">--%%--</subfield><subfield code="e">s</subfield><subfield code="j">--%%--</subfield><subfield code="h">Olr-seb-ees</subfield><subfield code="k">Vervielfältigungen (z.B. Kopien, Downloads) sind nur von einzelnen Kapiteln oder Seiten und nur zum eigenen wissenschaftlichen Gebrauch erlaubt. Keine Weitergabe an Dritte. Kein systematisches Downloaden durch Robots.</subfield><subfield code="y">zu</subfield><subfield code="z">19-02-22</subfield></datafield><datafield tag="980" ind1=" " ind2=" "><subfield code="2">23</subfield><subfield code="1">01</subfield><subfield code="x">0830</subfield><subfield code="b">3833127716</subfield><subfield code="c">00</subfield><subfield code="f">--%%--</subfield><subfield code="d">--%%--</subfield><subfield code="e">s</subfield><subfield code="j">--%%--</subfield><subfield code="h">olr-springer</subfield><subfield code="u">i</subfield><subfield code="y">z</subfield><subfield code="z">08-01-21</subfield></datafield><datafield tag="980" ind1=" " ind2=" "><subfield code="2">31</subfield><subfield code="1">01</subfield><subfield code="x">0027</subfield><subfield code="b">3844740945</subfield><subfield code="h">OLR-SEB</subfield><subfield code="k">Vervielfältigungen (z.B. Kopien, Downloads) sind nur von einzelnen Kapiteln oder Seiten und nur zum eigenen wissenschaftlichen Gebrauch erlaubt. Keine Weitergabe an Dritte. Kein systematisches Downloaden.</subfield><subfield code="y">z</subfield><subfield code="z">29-01-21</subfield></datafield><datafield tag="980" ind1=" " ind2=" "><subfield code="2">60</subfield><subfield code="1">01</subfield><subfield code="x">0705</subfield><subfield code="b">3833922060</subfield><subfield code="c">00</subfield><subfield code="f">--%%--</subfield><subfield code="d">--%%--</subfield><subfield code="e">s</subfield><subfield code="j">--%%--</subfield><subfield code="h">SpringerLink</subfield><subfield code="k">Vervielfältigungen (z.B. Kopien, Downloads) sind nur von einzelnen Kapiteln oder Seiten und nur zum eigenen wissenschaftlichen Gebrauch erlaubt. Keine Weitergabe an Dritte. Kein systematisches Downloaden durch Robots.</subfield><subfield code="k">Nur für Angehörige der HSU: Volltextzugang von außerhalb des Campus mit Anmeldung über Shibboleth mit Ihrer Bibliothekskennung</subfield><subfield code="y">z</subfield><subfield code="z">10-01-21</subfield></datafield><datafield tag="980" ind1=" " ind2=" "><subfield code="2">62</subfield><subfield code="1">01</subfield><subfield code="x">0028</subfield><subfield code="b">4400702308</subfield><subfield code="h">OLR-EES</subfield><subfield code="k">Vervielfältigungen (z.B. Kopien, Downloads) sind nur von einzelnen Kapiteln oder Seiten und nur zum eigenen wissenschaftlichen Gebrauch erlaubt. Die Weitergabe an Dritte sowie systematisches Downloaden sind untersagt.</subfield><subfield code="y">z</subfield><subfield code="z">01-11-23</subfield></datafield><datafield tag="980" ind1=" " ind2=" "><subfield code="2">65</subfield><subfield code="1">01</subfield><subfield code="x">0003</subfield><subfield code="b">3834056294</subfield><subfield code="c">03</subfield><subfield code="f">--%%--</subfield><subfield code="d">ebook</subfield><subfield code="e">--%%--</subfield><subfield code="j">--%%--</subfield><subfield code="h">OLR-SEB-ZDB-2-EES</subfield><subfield code="k">Vervielfältigungen (z.B. Kopien, Downloads) sind nur von einzelnen Kapiteln oder Seiten und nur zum eigenen wissenschaftlichen Gebrauch erlaubt. Die Weitergabe an Dritte sowie systematisches Downloaden sind untersagt.</subfield><subfield code="y">k3o</subfield><subfield code="z">10-01-21</subfield></datafield><datafield tag="980" ind1=" " ind2=" "><subfield code="2">110</subfield><subfield code="1">01</subfield><subfield code="x">3110</subfield><subfield code="b">3833966033</subfield><subfield code="c">00</subfield><subfield code="f">--%%--</subfield><subfield code="d">--%%--</subfield><subfield code="e">s</subfield><subfield code="j">--%%--</subfield><subfield code="h">OLR-SEB</subfield><subfield code="k">Vervielfältigungen (z.B. Kopien, Downloads) sind nur von einzelnen Kapiteln oder Seiten und nur zum eigenen wissenschaftlichen Gebrauch erlaubt. Keine Weitergabe an Dritte. Kein systematisches Downloaden durch Robots.</subfield><subfield code="y">z</subfield><subfield code="z">10-01-21</subfield></datafield><datafield tag="980" ind1=" " ind2=" "><subfield code="2">120</subfield><subfield code="1">01</subfield><subfield code="x">0715</subfield><subfield code="b">3836224771</subfield><subfield code="c">00</subfield><subfield code="f">--%%--</subfield><subfield code="d">--%%--</subfield><subfield code="e">g</subfield><subfield code="j">--%%--</subfield><subfield code="h">alma</subfield><subfield code="y">z</subfield><subfield code="z">14-01-21</subfield></datafield><datafield tag="980" ind1=" " ind2=" "><subfield code="2">130</subfield><subfield code="1">01</subfield><subfield code="x">0700</subfield><subfield code="b">3833998601</subfield><subfield code="h">OLR-SEB</subfield><subfield code="k">Vervielfältigungen (z. B. Kopien, Downloads) nur für den eigenen wissenschaftlichen Gebrauch. Keine Weitergabe an Dritte. Kein systematisches Downloaden durch Robots</subfield><subfield code="y">z</subfield><subfield code="z">10-01-21</subfield></datafield><datafield tag="980" ind1=" " ind2=" "><subfield code="2">132</subfield><subfield code="1">01</subfield><subfield code="x">0959</subfield><subfield code="b">3832948147</subfield><subfield code="h">OLR-ESP-EES</subfield><subfield code="k">Vervielfältigungen (z.B. Kopien, Downloads) sind nur von einzelnen Kapiteln oder Seiten und nur zum eigenen wissenschaftlichen Gebrauch erlaubt. Keine Weitergabe an Dritte. Kein systematisches Downloaden durch Robots.</subfield><subfield code="y">k</subfield><subfield code="z">08-01-21</subfield></datafield><datafield tag="980" ind1=" " ind2=" "><subfield code="2">186</subfield><subfield code="1">01</subfield><subfield code="x">0519</subfield><subfield code="b">3833916028</subfield><subfield code="h">OLR-SEB</subfield><subfield code="k">Vervielfältigungen (z.B. Kopien, Downloads) sind nur von einzelnen Kapiteln oder Seiten und nur zum eigenen wissenschaftlichen Gebrauch erlaubt. Keine Weitergabe an Dritte. Kein systematisches Downloaden durch Robots.</subfield><subfield code="y">z</subfield><subfield code="z">10-01-21</subfield></datafield><datafield tag="980" ind1=" " ind2=" "><subfield code="2">285</subfield><subfield code="1">01</subfield><subfield code="x">0517</subfield><subfield code="b">3834015687</subfield><subfield code="c">00</subfield><subfield code="f">--%%--</subfield><subfield code="d">--%%--</subfield><subfield code="e">s</subfield><subfield code="j">--%%--</subfield><subfield code="h">OLR-ESP-EES</subfield><subfield code="k">Vervielfältigungen (z.B. Kopien, Downloads) sind nur von einzelnen Kapiteln oder Seiten und nur zum eigenen wissenschaftlichen Gebrauch erlaubt. Keine Weitergabe an Dritte. Kein systematisches Downloaden durch Robots.</subfield><subfield code="y">z</subfield><subfield code="z">10-01-21</subfield></datafield><datafield tag="980" ind1=" " ind2=" "><subfield code="2">370</subfield><subfield code="1">01</subfield><subfield code="x">4370</subfield><subfield code="b">3837480011</subfield><subfield code="h">olr-springer</subfield><subfield code="k">Vervielfältigungen (z.B. Kopien, Downloads) sind nur von einzelnen Kapiteln oder Seiten und nur zum eigenen wissenschaftlichen Gebrauch erlaubt. Keine Weitergabe an Dritte. Kein systematisches Downloaden durch Robots.</subfield><subfield code="u">i</subfield><subfield code="y">z</subfield><subfield code="z">15-01-21</subfield></datafield><datafield tag="980" ind1=" " ind2=" "><subfield code="2">381</subfield><subfield code="1">01</subfield><subfield code="x">4381</subfield><subfield code="b">3833907274</subfield><subfield code="h">OLR-SEB</subfield><subfield code="k">Vervielfältigungen (z.B. Kopien, Downloads) sind nur von einzelnen Kapiteln oder Seiten und nur zum eigenen wissenschaftlichen Gebrauch erlaubt. Keine Weitergabe an Dritte. Kein systematisches Downloaden durch Robots</subfield><subfield code="y">z</subfield><subfield code="z">10-01-21</subfield></datafield><datafield tag="980" ind1=" " ind2=" "><subfield code="2">2003</subfield><subfield code="1">01</subfield><subfield code="x">DE-25</subfield><subfield code="b">3832815058</subfield><subfield code="c">00</subfield><subfield code="f">--%%--</subfield><subfield code="d">--%%--</subfield><subfield code="e">--%%--</subfield><subfield code="j">n</subfield><subfield code="k">Elektronischer Volltext - Universitätslizenz</subfield><subfield code="y">l01</subfield><subfield code="z">08-01-21</subfield></datafield><datafield tag="980" ind1=" " ind2=" "><subfield code="2">2011</subfield><subfield code="1">01</subfield><subfield code="x">DE-16</subfield><subfield code="b">3832815074</subfield><subfield code="c">00</subfield><subfield code="f">--%%--</subfield><subfield code="d">--%%--</subfield><subfield code="e">--%%--</subfield><subfield code="j">knp</subfield><subfield code="y">l01</subfield><subfield code="z">08-01-21</subfield></datafield><datafield tag="980" ind1=" " ind2=" "><subfield code="2">2014</subfield><subfield code="1">01</subfield><subfield code="x">DE-90</subfield><subfield code="b">3829908695</subfield><subfield code="c">00</subfield><subfield code="f">--%%--</subfield><subfield code="d">--%%--</subfield><subfield code="e">--%%--</subfield><subfield code="j">kp</subfield><subfield code="y">l01</subfield><subfield code="z">04-01-21</subfield></datafield><datafield tag="980" ind1=" " ind2=" "><subfield code="2">2014</subfield><subfield code="1">02</subfield><subfield code="x">DE-90</subfield><subfield code="b">3829908709</subfield><subfield code="c">00</subfield><subfield code="f">--%%--</subfield><subfield code="d">--%%--</subfield><subfield code="e">--%%--</subfield><subfield code="j">kp</subfield><subfield code="y">l02</subfield><subfield code="z">04-01-21</subfield></datafield><datafield tag="980" ind1=" " ind2=" "><subfield code="2">2015</subfield><subfield code="1">01</subfield><subfield code="x">DE-93</subfield><subfield code="b">3847632477</subfield><subfield code="c">00</subfield><subfield code="f">--%%--</subfield><subfield code="d">--%%--</subfield><subfield code="e">p</subfield><subfield code="j">--%%--</subfield><subfield code="k">Campuslizenz</subfield><subfield code="y">l01</subfield><subfield code="z">02-02-21</subfield></datafield><datafield tag="980" ind1=" " ind2=" "><subfield code="2">2017</subfield><subfield code="1">01</subfield><subfield code="x">DE-576</subfield><subfield code="b">3829908717</subfield><subfield code="c">00</subfield><subfield code="f">--%%--</subfield><subfield code="d">--%%--</subfield><subfield code="e">--%%--</subfield><subfield code="j">n</subfield><subfield code="k">Besitznachweis BSZ nur für Dateneinspielung, keine echte Lizenz vorhanden</subfield><subfield code="y">l01</subfield><subfield code="z">04-01-21</subfield></datafield><datafield tag="980" ind1=" " ind2=" "><subfield code="2">2027</subfield><subfield code="1">01</subfield><subfield code="x">DE-105</subfield><subfield code="b">3829813120</subfield><subfield code="c">00</subfield><subfield code="f">--%%--</subfield><subfield code="d">--%%--</subfield><subfield code="e">--%%--</subfield><subfield code="j">n</subfield><subfield code="k">Campuslizenz</subfield><subfield code="y">l01</subfield><subfield code="z">04-01-21</subfield></datafield><datafield tag="980" ind1=" " ind2=" "><subfield code="2">2148</subfield><subfield code="1">01</subfield><subfield code="x">DE-950</subfield><subfield code="b">3834847852</subfield><subfield code="c">00</subfield><subfield code="f">--%%--</subfield><subfield code="d">eBook Springer</subfield><subfield code="e">--%%--</subfield><subfield code="j">kn</subfield><subfield code="k">Elektronischer Volltext - 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