Porous Models for Wave-seabed Interactions
"Porous Models for Wave-seabed Interactions" discusses the Phenomenon of wave-seabed interactions, which is a vital issue for coastal and geotechnical engineers involved in the design of foundations for marine structures such as pipelines, breakwaters, platforms, etc. The most important se...
Ausführliche Beschreibung
Gespeichert in:
| Autor*in: |
Jeng, Dong-Sheng [verfasserIn] |
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| Format: |
E-Book |
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| Sprache: |
Englisch |
| Erschienen: |
Berlin Heidelberg: Springer ; 2013 |
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| Schlagwörter: |
Meereswelle / Meeresboden / Poröser Stoff / Fluid-Struktur-Wechselwirkung / Mathematisches Modell |
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| Schlagwörter: |
| Anmerkung: |
Description based upon print version of record |
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| Umfang: |
Online-Ressource (XIII, 289 p. 157 illus., 56 illus. in color, digital) |
| Weitere Ausgabe: |
Buchausg. u.d.T. Jeng, Dong-Sheng: Porous models for wave-seabed interactions - Shanghai : Shanghai Jiao Tong University Press, 2013 |
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| Reihe: |
SpringerLink ; Bücher |
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| Links: |
Link aufrufen |
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| ISBN: |
978-3-642-33593-8 |
| DOI / URN: |
10.1007/978-3-642-33593-8 |
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| Katalog-ID: |
1651881634 |
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| 505 | 8 | 0 | |a Porous Models for Wave-seabed Interactions; Preface; Contents; Chapter 1: Introduction; 1.1 Introduction; 1.2 Hot Research Topics; 1.3 Outline of the Book; References; Chapter 2: Recent Advances; 2.1 Introduction; 2.2 Waves Propagating over a Porous Seabed: Theoretical Models (Transient Mechanism); 2.2.1 Un-coupled Models (or Drained Models); 2.2.2 Biot's Consolidation Model (Quasi-Static Model); 2.2.2.1 Direct Analytical Solution; 2.2.2.2 Boundary-Layer Approximation; 2.2.2.3 Numerical Methods; Finite Difference Method; Finite Element Method; Boundary Element Method; 2.2.3 u-p Approximation |
| 505 | 8 | 0 | |a 2.2.4 Dynamic Models2.2.5 Poro-Elastoplastic Models; 2.3 Waves Propagating over a Porous Seabed: Theoretical Model (Residual Mechanism); 2.4 Waves Propagating over a Porous Seabed: Physical Modeling; 2.4.1 Field Measurements; 2.4.2 Laboratory Experiments; 2.4.2.1 Wave Tank Experiments; 2.4.2.2 Compressive Tests; 2.4.2.3 Centrifugal Wave Experiment; 2.5 Waves Propagating over a Porous Seabed: Wave Damping and Seepage Flux; 2.5.1 Wave Damping in a Porous Seabed; 2.5.2 Wave-Driven Seepage Flux in Sediments; 2.6 Wave-Induced Seabed Instability; 2.6.1 Shear Failure; 2.6.2 Liquefaction; References |
| 505 | 8 | 0 | |a Chapter 3: Wave-Induced Soil Response in an Isotropic Seabed3.1 Introduction; 3.2 A Short-Crested Wave System; 3.3 Boundary Value Problem; 3.3.1 Governing Equations; 3.3.2 Boundary Conditions; (a) SBC: Boundary Conditions at Seabed Surface (z=0); (b) BBC: Boundary Condition at the Bottom (z=-h or z->- infty); (c) MBC: Matching Boundary Conditions (z=-hj); 3.4 General Solutions; 3.4.1 Basic Theoretical Framework; 3.4.2 Soil Response in a Seabed of Infinite Thickness; 3.4.3 Soil Response in a Porous Seabed of Finite Thickness; 3.4.4 Soil Response in a Layered Seabed |
| 505 | 8 | 0 | |a 3.4.5 Limiting Two-Dimensional Conditions3.4.5.1 Progressive Waves; 3.4.5.2 Standing Waves; 3.4.6 A Special Case: Fully Saturated Isotropic Seabed of Infinite Thickness; 3.5 Verification; 3.5.1 Comparison with Two-Dimensional Experimental Data; 3.5.2 Comparison with Two-Dimensional Analytical Solutions; 3.5.2.1 Comparison with Madsen [22]; 3.5.2.2 Comparison with Yamamoto [49] and Mei and Foda [25]; 3.5.3 Comparison with Numerical Model [18,40,41]; 3.6 Results and Discussion; 3.6.1 Effect of Wave Characteristics; 3.6.1.1 Wave Obliquity; 3.6.1.2 Relative Water Depth |
| 505 | 8 | 0 | |a 3.6.2 Effect of Soil Characteristics3.6.2.1 Soil Permeability; 3.6.2.2 Degree of Saturation; 3.6.2.3 Shear Modulus; 3.6.2.4 Seabed Thickness; 3.6.3 Effect of a Combined Obliquity-Permeability Parameter; 3.6.4 Effect of a Top Layer; 3.6.4.1 Ratio of Permeabilities; 3.6.4.2 Ratio of Shear Modulus; 3.6.4.3 Thickness of a Top Layer; 3.7 Summary; 3.8 List of Coefficients Bi and Ci; References; Chapter 4: Wave-Induced Seabed Instability; 4.1 Introduction; 4.2 Shear Failure; 4.2.1 Principal Stresses; 4.2.2 Mohr-Coulomb's Criterion; 4.3 Soil Liquefaction; 4.3.1 Excess Pore Pressure |
| 505 | 8 | 0 | |a 4.3.2 Criteria of Liquefaction |
| 505 | 8 | 0 | |a Wave-Induced Seabed Response in an Isotropic Seabed -- Wave-Induced seabed Instability -- Cross-Anisotropic Soil Behavior -- Non-Homogeneous Seabed -- Wave-Driven Seepage flux in Marine Sediments -- Dynamic Analysis for Wave-Seabed Interactions -- Wave-Induced Pore Pressure Accumulation in Marine Sediments -- Dynamic Analysis for Wave-Seabed Interactions -- Dynamic Analysis for Wave-Seabed Interactions -- Wave Propagation over Coulomb-Damped Seabed -- Wave-Induced Pore Pressure Accumulation in Marine Sediments -- Random wave-induced seabed response 295 -- Wave-Induced Progressive liquefaction in a porous seabed -- Poro-Elastoplastic model for Wave-Seabed Interactions -- Response of Seabed to Combined Wave and Current Loading -- ANN model for Wave-Induced Liquefaction 341 -- Models for Wave-Seabed-Structure Interaction. |
| 520 | |a "Porous Models for Wave-seabed Interactions" discusses the Phenomenon of wave-seabed interactions, which is a vital issue for coastal and geotechnical engineers involved in the design of foundations for marine structures such as pipelines, breakwaters, platforms, etc. The most important sections of this book will be the fully detailed theoretical models of wave-seabed interaction problem, which are particularly useful for postgraduate students and junior researchers entering the discipline of marine geotechnics and offshore engineering. This book also converts the research outcomes of theoretical studies to engineering applications that will provide front-line engineers with practical and effective tools in the assessment of seabed instability in engineering design. Prof. Dong-Sheng Jeng works at Shanghai Jiao Tong University, China. | ||
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9783642335938 978-3-642-33593-8 10.1007/978-3-642-33593-8 doi (DE-627)1651881634 (DE-576)375370773 (DE-599)BSZ375370773 (OCoLC)820499277 (DE-He213)978-3-642-33593-8 DE-627 ger DE-627 rakwb eng XA-DE TA703-705.4 RB bicssc SCI019000 bisacsh 50.33 bkl 50.03 bkl 38.58 bkl Jeng, Dong-Sheng verfasserin (DE-627)1445383896 (DE-576)375383891 aut Porous Models for Wave-seabed Interactions by Dong-Sheng Jeng Berlin Heidelberg Springer 2013 Online-Ressource (XIII, 289 p. 157 illus., 56 illus. in color, digital) Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier SpringerLink Bücher Description based upon print version of record Porous Models for Wave-seabed Interactions; Preface; Contents; Chapter 1: Introduction; 1.1 Introduction; 1.2 Hot Research Topics; 1.3 Outline of the Book; References; Chapter 2: Recent Advances; 2.1 Introduction; 2.2 Waves Propagating over a Porous Seabed: Theoretical Models (Transient Mechanism); 2.2.1 Un-coupled Models (or Drained Models); 2.2.2 Biot's Consolidation Model (Quasi-Static Model); 2.2.2.1 Direct Analytical Solution; 2.2.2.2 Boundary-Layer Approximation; 2.2.2.3 Numerical Methods; Finite Difference Method; Finite Element Method; Boundary Element Method; 2.2.3 u-p Approximation 2.2.4 Dynamic Models2.2.5 Poro-Elastoplastic Models; 2.3 Waves Propagating over a Porous Seabed: Theoretical Model (Residual Mechanism); 2.4 Waves Propagating over a Porous Seabed: Physical Modeling; 2.4.1 Field Measurements; 2.4.2 Laboratory Experiments; 2.4.2.1 Wave Tank Experiments; 2.4.2.2 Compressive Tests; 2.4.2.3 Centrifugal Wave Experiment; 2.5 Waves Propagating over a Porous Seabed: Wave Damping and Seepage Flux; 2.5.1 Wave Damping in a Porous Seabed; 2.5.2 Wave-Driven Seepage Flux in Sediments; 2.6 Wave-Induced Seabed Instability; 2.6.1 Shear Failure; 2.6.2 Liquefaction; References Chapter 3: Wave-Induced Soil Response in an Isotropic Seabed3.1 Introduction; 3.2 A Short-Crested Wave System; 3.3 Boundary Value Problem; 3.3.1 Governing Equations; 3.3.2 Boundary Conditions; (a) SBC: Boundary Conditions at Seabed Surface (z=0); (b) BBC: Boundary Condition at the Bottom (z=-h or z->- infty); (c) MBC: Matching Boundary Conditions (z=-hj); 3.4 General Solutions; 3.4.1 Basic Theoretical Framework; 3.4.2 Soil Response in a Seabed of Infinite Thickness; 3.4.3 Soil Response in a Porous Seabed of Finite Thickness; 3.4.4 Soil Response in a Layered Seabed 3.4.5 Limiting Two-Dimensional Conditions3.4.5.1 Progressive Waves; 3.4.5.2 Standing Waves; 3.4.6 A Special Case: Fully Saturated Isotropic Seabed of Infinite Thickness; 3.5 Verification; 3.5.1 Comparison with Two-Dimensional Experimental Data; 3.5.2 Comparison with Two-Dimensional Analytical Solutions; 3.5.2.1 Comparison with Madsen [22]; 3.5.2.2 Comparison with Yamamoto [49] and Mei and Foda [25]; 3.5.3 Comparison with Numerical Model [18,40,41]; 3.6 Results and Discussion; 3.6.1 Effect of Wave Characteristics; 3.6.1.1 Wave Obliquity; 3.6.1.2 Relative Water Depth 3.6.2 Effect of Soil Characteristics3.6.2.1 Soil Permeability; 3.6.2.2 Degree of Saturation; 3.6.2.3 Shear Modulus; 3.6.2.4 Seabed Thickness; 3.6.3 Effect of a Combined Obliquity-Permeability Parameter; 3.6.4 Effect of a Top Layer; 3.6.4.1 Ratio of Permeabilities; 3.6.4.2 Ratio of Shear Modulus; 3.6.4.3 Thickness of a Top Layer; 3.7 Summary; 3.8 List of Coefficients Bi and Ci; References; Chapter 4: Wave-Induced Seabed Instability; 4.1 Introduction; 4.2 Shear Failure; 4.2.1 Principal Stresses; 4.2.2 Mohr-Coulomb's Criterion; 4.3 Soil Liquefaction; 4.3.1 Excess Pore Pressure 4.3.2 Criteria of Liquefaction Wave-Induced Seabed Response in an Isotropic Seabed -- Wave-Induced seabed Instability -- Cross-Anisotropic Soil Behavior -- Non-Homogeneous Seabed -- Wave-Driven Seepage flux in Marine Sediments -- Dynamic Analysis for Wave-Seabed Interactions -- Wave-Induced Pore Pressure Accumulation in Marine Sediments -- Dynamic Analysis for Wave-Seabed Interactions -- Dynamic Analysis for Wave-Seabed Interactions -- Wave Propagation over Coulomb-Damped Seabed -- Wave-Induced Pore Pressure Accumulation in Marine Sediments -- Random wave-induced seabed response 295 -- Wave-Induced Progressive liquefaction in a porous seabed -- Poro-Elastoplastic model for Wave-Seabed Interactions -- Response of Seabed to Combined Wave and Current Loading -- ANN model for Wave-Induced Liquefaction 341 -- Models for Wave-Seabed-Structure Interaction. "Porous Models for Wave-seabed Interactions" discusses the Phenomenon of wave-seabed interactions, which is a vital issue for coastal and geotechnical engineers involved in the design of foundations for marine structures such as pipelines, breakwaters, platforms, etc. The most important sections of this book will be the fully detailed theoretical models of wave-seabed interaction problem, which are particularly useful for postgraduate students and junior researchers entering the discipline of marine geotechnics and offshore engineering. This book also converts the research outcomes of theoretical studies to engineering applications that will provide front-line engineers with practical and effective tools in the assessment of seabed instability in engineering design. Prof. Dong-Sheng Jeng works at Shanghai Jiao Tong University, China. Geography Geology Civil engineering Ocean engineering Earth Sciences Geography Geology Civil engineering Ocean engineering s (DE-588)4038334-9 (DE-627)10623286X (DE-576)209029528 Meereswelle gnd s (DE-588)4129066-5 (DE-627)105712590 (DE-576)209607432 Meeresboden gnd s (DE-588)4046811-2 (DE-627)106196790 (DE-576)209071044 Poröser Stoff gnd s (DE-588)4314754-9 (DE-627)12650475X (DE-576)21116724X Fluid-Struktur-Wechselwirkung gnd s (DE-588)4114528-8 (DE-627)105821527 (DE-576)209485361 Mathematisches Modell gnd DE-101 9783642335921 Buchausg. u.d.T. Jeng, Dong-Sheng Porous models for wave-seabed interactions Shanghai : Shanghai Jiao Tong University Press, 2013 XIII, 289 S. (DE-627)722736290 (DE-576)375708634 3642335926 9783642335921 https://doi.org/10.1007/978-3-642-33593-8 Verlag Volltext http://dx.doi.org/10.1007/978-3-642-33593-8 Resolving-System lizenzpflichtig Volltext https://swbplus.bsz-bw.de/bsz375370773cov.jpg V:DE-576 X:springer image/jpeg 20130404105331 Cover http://d-nb.info/1025398815/04 B:DE-101 application/pdf 2013-05-01 Verlag Inhaltsverzeichnis http://deposit.dnb.de/cgi-bin/dokserv?id=4107637&prov=M&dok_var=1&dok_ext=htm X: MVB text/html 2013-05-01 Verlag Inhaltstext (DE-627)729061043 ZDB-2-EES 2013 GBV_ILN_40 ISIL_DE-7 SYSFLAG_1 GBV_KXP SSG-OPC-GEO SSG-OPC-GGO 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_285 ISIL_DE-517 GBV_ILN_370 ISIL_DE-1373 GBV_ILN_2017 ISIL_DE-576 GBV_ILN_2027 ISIL_DE-105 GBV_ILN_2050 ISIL_DE-Zi4 GBV_ILN_2061 ISIL_DE-520 GBV_ILN_2148 ISIL_DE-950 GBV ExPruef 50.33 Technische Strömungsmechanik SEPA (DE-627)106413783 50.03 Methoden und Techniken der Ingenieurwissenschaften SEPA (DE-627)181571455 38.58 Geomechanik SEPA (DE-627)106407554 BO 045F 624.151 40 01 0007 1340083450 OLR-SPRINGER-EES nl xsn 21-11-12 60 01 0705 1346538786 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 12-12-12 62 01 0028 1337416851 OLR-SEB 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 03-11-12 65 01 0003 1655669230 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 02-01-17 110 01 3110 4305021021 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 07-04-23 120 01 0715 1340813106 OLR-ESP Campusweiter Zugriff (Universität Oldenburg). - 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 25-11-12 120 02 0715 1754615740 00 --%%-- --%%-- g --%%-- alma ww z 22-02-18 120 03 0715 3578141747 00 --%%-- --%%-- g --%%-- alma ww z 21-01-20 285 01 0517 1337413763 00 --%%-- --%%-- s --%%-- OLR-ESP-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. z 03-11-12 370 01 4370 1347626212 olr-springer 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. i z 20-12-12 2017 01 DE-576 3354474076 00 --%%-- --%%-- --%%-- n Besitznachweis BSZ nur für Dateneinspielung, keine echte Lizenz vorhanden l01 26-10-12 2027 01 DE-105 3354474084 00 --%%-- --%%-- n --%%-- Campuslizenz l01 26-10-12 2050 01 DE-Zi4 3354474092 00 --%%-- --%%-- n --%%-- Elektronischer Volltext - Campuslizenz l01 26-10-12 2061 01 DE-520 3354474106 00 --%%-- eBook Springer n --%%-- eBook, Volltext nur im Campusnetz l01 15-11-12 2148 01 DE-950 3354474122 00 --%%-- eBook Springer --%%-- n Elektronischer Volltext - Campuslizenz l01 15-11-12 40 01 0007 Volltext, Campuszugriff http://dx.doi.org/10.1007/978-3-642-33593-8 40 01 0007 Volltext, Externer Zugriff http://han.sub.uni-goettingen.de/han/Springer-eBook-EarthEnvironmentalScience/dx.doi.org/10.1007/978-3-642-33593-8 40 01 0007 Dieser Titel ist Teil einer Datenbank http://www.bibliothek.uni-regensburg.de/dbinfo/frontdoor.php?titel_id=10159&bibid=SUBGO 60 01 0705 Volltextzugang Campus https://doi.org/10.1007/978-3-642-33593-8 62 01 0028 https://doi.org/10.1007/978-3-642-33593-8 65 01 0003 Volltextzugang Campus https://doi.org/10.1007/978-3-642-33593-8 110 01 3110 https://doi.org/10.1007/978-3-642-33593-8 120 01 0715 http://dx.doi.org/10.1007/978-3-642-33593-8 120 02 0715 http://49gbv-uob-primo.hosted.exlibrisgroup.com/openurl/49GBV_UOB/UOB_services_page?u.ignore_date_coverage=true&rft.mms_id=991016133355903501 120 03 0715 http://49gbv-uob-primo.hosted.exlibrisgroup.com/openurl/49GBV_UOB/UOB_services_page?u.ignore_date_coverage=true&rft.mms_id=991016133355903501 285 01 0517 E-books (Springer) https://doi.org/10.1007/978-3-642-33593-8 370 01 4370 E-Book: Zugriff im HCU-Netz. 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9783642335938 978-3-642-33593-8 10.1007/978-3-642-33593-8 doi (DE-627)1651881634 (DE-576)375370773 (DE-599)BSZ375370773 (OCoLC)820499277 (DE-He213)978-3-642-33593-8 DE-627 ger DE-627 rakwb eng XA-DE TA703-705.4 RB bicssc SCI019000 bisacsh 50.33 bkl 50.03 bkl 38.58 bkl Jeng, Dong-Sheng verfasserin (DE-627)1445383896 (DE-576)375383891 aut Porous Models for Wave-seabed Interactions by Dong-Sheng Jeng Berlin Heidelberg Springer 2013 Online-Ressource (XIII, 289 p. 157 illus., 56 illus. in color, digital) Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier SpringerLink Bücher Description based upon print version of record Porous Models for Wave-seabed Interactions; Preface; Contents; Chapter 1: Introduction; 1.1 Introduction; 1.2 Hot Research Topics; 1.3 Outline of the Book; References; Chapter 2: Recent Advances; 2.1 Introduction; 2.2 Waves Propagating over a Porous Seabed: Theoretical Models (Transient Mechanism); 2.2.1 Un-coupled Models (or Drained Models); 2.2.2 Biot's Consolidation Model (Quasi-Static Model); 2.2.2.1 Direct Analytical Solution; 2.2.2.2 Boundary-Layer Approximation; 2.2.2.3 Numerical Methods; Finite Difference Method; Finite Element Method; Boundary Element Method; 2.2.3 u-p Approximation 2.2.4 Dynamic Models2.2.5 Poro-Elastoplastic Models; 2.3 Waves Propagating over a Porous Seabed: Theoretical Model (Residual Mechanism); 2.4 Waves Propagating over a Porous Seabed: Physical Modeling; 2.4.1 Field Measurements; 2.4.2 Laboratory Experiments; 2.4.2.1 Wave Tank Experiments; 2.4.2.2 Compressive Tests; 2.4.2.3 Centrifugal Wave Experiment; 2.5 Waves Propagating over a Porous Seabed: Wave Damping and Seepage Flux; 2.5.1 Wave Damping in a Porous Seabed; 2.5.2 Wave-Driven Seepage Flux in Sediments; 2.6 Wave-Induced Seabed Instability; 2.6.1 Shear Failure; 2.6.2 Liquefaction; References Chapter 3: Wave-Induced Soil Response in an Isotropic Seabed3.1 Introduction; 3.2 A Short-Crested Wave System; 3.3 Boundary Value Problem; 3.3.1 Governing Equations; 3.3.2 Boundary Conditions; (a) SBC: Boundary Conditions at Seabed Surface (z=0); (b) BBC: Boundary Condition at the Bottom (z=-h or z->- infty); (c) MBC: Matching Boundary Conditions (z=-hj); 3.4 General Solutions; 3.4.1 Basic Theoretical Framework; 3.4.2 Soil Response in a Seabed of Infinite Thickness; 3.4.3 Soil Response in a Porous Seabed of Finite Thickness; 3.4.4 Soil Response in a Layered Seabed 3.4.5 Limiting Two-Dimensional Conditions3.4.5.1 Progressive Waves; 3.4.5.2 Standing Waves; 3.4.6 A Special Case: Fully Saturated Isotropic Seabed of Infinite Thickness; 3.5 Verification; 3.5.1 Comparison with Two-Dimensional Experimental Data; 3.5.2 Comparison with Two-Dimensional Analytical Solutions; 3.5.2.1 Comparison with Madsen [22]; 3.5.2.2 Comparison with Yamamoto [49] and Mei and Foda [25]; 3.5.3 Comparison with Numerical Model [18,40,41]; 3.6 Results and Discussion; 3.6.1 Effect of Wave Characteristics; 3.6.1.1 Wave Obliquity; 3.6.1.2 Relative Water Depth 3.6.2 Effect of Soil Characteristics3.6.2.1 Soil Permeability; 3.6.2.2 Degree of Saturation; 3.6.2.3 Shear Modulus; 3.6.2.4 Seabed Thickness; 3.6.3 Effect of a Combined Obliquity-Permeability Parameter; 3.6.4 Effect of a Top Layer; 3.6.4.1 Ratio of Permeabilities; 3.6.4.2 Ratio of Shear Modulus; 3.6.4.3 Thickness of a Top Layer; 3.7 Summary; 3.8 List of Coefficients Bi and Ci; References; Chapter 4: Wave-Induced Seabed Instability; 4.1 Introduction; 4.2 Shear Failure; 4.2.1 Principal Stresses; 4.2.2 Mohr-Coulomb's Criterion; 4.3 Soil Liquefaction; 4.3.1 Excess Pore Pressure 4.3.2 Criteria of Liquefaction Wave-Induced Seabed Response in an Isotropic Seabed -- Wave-Induced seabed Instability -- Cross-Anisotropic Soil Behavior -- Non-Homogeneous Seabed -- Wave-Driven Seepage flux in Marine Sediments -- Dynamic Analysis for Wave-Seabed Interactions -- Wave-Induced Pore Pressure Accumulation in Marine Sediments -- Dynamic Analysis for Wave-Seabed Interactions -- Dynamic Analysis for Wave-Seabed Interactions -- Wave Propagation over Coulomb-Damped Seabed -- Wave-Induced Pore Pressure Accumulation in Marine Sediments -- Random wave-induced seabed response 295 -- Wave-Induced Progressive liquefaction in a porous seabed -- Poro-Elastoplastic model for Wave-Seabed Interactions -- Response of Seabed to Combined Wave and Current Loading -- ANN model for Wave-Induced Liquefaction 341 -- Models for Wave-Seabed-Structure Interaction. "Porous Models for Wave-seabed Interactions" discusses the Phenomenon of wave-seabed interactions, which is a vital issue for coastal and geotechnical engineers involved in the design of foundations for marine structures such as pipelines, breakwaters, platforms, etc. The most important sections of this book will be the fully detailed theoretical models of wave-seabed interaction problem, which are particularly useful for postgraduate students and junior researchers entering the discipline of marine geotechnics and offshore engineering. This book also converts the research outcomes of theoretical studies to engineering applications that will provide front-line engineers with practical and effective tools in the assessment of seabed instability in engineering design. Prof. Dong-Sheng Jeng works at Shanghai Jiao Tong University, China. Geography Geology Civil engineering Ocean engineering Earth Sciences Geography Geology Civil engineering Ocean engineering s (DE-588)4038334-9 (DE-627)10623286X (DE-576)209029528 Meereswelle gnd s (DE-588)4129066-5 (DE-627)105712590 (DE-576)209607432 Meeresboden gnd s (DE-588)4046811-2 (DE-627)106196790 (DE-576)209071044 Poröser Stoff gnd s (DE-588)4314754-9 (DE-627)12650475X (DE-576)21116724X Fluid-Struktur-Wechselwirkung gnd s (DE-588)4114528-8 (DE-627)105821527 (DE-576)209485361 Mathematisches Modell gnd DE-101 9783642335921 Buchausg. u.d.T. Jeng, Dong-Sheng Porous models for wave-seabed interactions Shanghai : Shanghai Jiao Tong University Press, 2013 XIII, 289 S. (DE-627)722736290 (DE-576)375708634 3642335926 9783642335921 https://doi.org/10.1007/978-3-642-33593-8 Verlag Volltext http://dx.doi.org/10.1007/978-3-642-33593-8 Resolving-System lizenzpflichtig Volltext https://swbplus.bsz-bw.de/bsz375370773cov.jpg V:DE-576 X:springer image/jpeg 20130404105331 Cover http://d-nb.info/1025398815/04 B:DE-101 application/pdf 2013-05-01 Verlag Inhaltsverzeichnis http://deposit.dnb.de/cgi-bin/dokserv?id=4107637&prov=M&dok_var=1&dok_ext=htm X: MVB text/html 2013-05-01 Verlag Inhaltstext (DE-627)729061043 ZDB-2-EES 2013 GBV_ILN_40 ISIL_DE-7 SYSFLAG_1 GBV_KXP SSG-OPC-GEO SSG-OPC-GGO 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_285 ISIL_DE-517 GBV_ILN_370 ISIL_DE-1373 GBV_ILN_2017 ISIL_DE-576 GBV_ILN_2027 ISIL_DE-105 GBV_ILN_2050 ISIL_DE-Zi4 GBV_ILN_2061 ISIL_DE-520 GBV_ILN_2148 ISIL_DE-950 GBV ExPruef 50.33 Technische Strömungsmechanik SEPA (DE-627)106413783 50.03 Methoden und Techniken der Ingenieurwissenschaften SEPA (DE-627)181571455 38.58 Geomechanik SEPA (DE-627)106407554 BO 045F 624.151 40 01 0007 1340083450 OLR-SPRINGER-EES nl xsn 21-11-12 60 01 0705 1346538786 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 12-12-12 62 01 0028 1337416851 OLR-SEB 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 03-11-12 65 01 0003 1655669230 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 02-01-17 110 01 3110 4305021021 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 07-04-23 120 01 0715 1340813106 OLR-ESP Campusweiter Zugriff (Universität Oldenburg). - 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 25-11-12 120 02 0715 1754615740 00 --%%-- --%%-- g --%%-- alma ww z 22-02-18 120 03 0715 3578141747 00 --%%-- --%%-- g --%%-- alma ww z 21-01-20 285 01 0517 1337413763 00 --%%-- --%%-- s --%%-- OLR-ESP-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. z 03-11-12 370 01 4370 1347626212 olr-springer 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. i z 20-12-12 2017 01 DE-576 3354474076 00 --%%-- --%%-- --%%-- n Besitznachweis BSZ nur für Dateneinspielung, keine echte Lizenz vorhanden l01 26-10-12 2027 01 DE-105 3354474084 00 --%%-- --%%-- n --%%-- Campuslizenz l01 26-10-12 2050 01 DE-Zi4 3354474092 00 --%%-- --%%-- n --%%-- Elektronischer Volltext - Campuslizenz l01 26-10-12 2061 01 DE-520 3354474106 00 --%%-- eBook Springer n --%%-- eBook, Volltext nur im Campusnetz l01 15-11-12 2148 01 DE-950 3354474122 00 --%%-- eBook Springer --%%-- n Elektronischer Volltext - Campuslizenz l01 15-11-12 40 01 0007 Volltext, Campuszugriff http://dx.doi.org/10.1007/978-3-642-33593-8 40 01 0007 Volltext, Externer Zugriff http://han.sub.uni-goettingen.de/han/Springer-eBook-EarthEnvironmentalScience/dx.doi.org/10.1007/978-3-642-33593-8 40 01 0007 Dieser Titel ist Teil einer Datenbank http://www.bibliothek.uni-regensburg.de/dbinfo/frontdoor.php?titel_id=10159&bibid=SUBGO 60 01 0705 Volltextzugang Campus https://doi.org/10.1007/978-3-642-33593-8 62 01 0028 https://doi.org/10.1007/978-3-642-33593-8 65 01 0003 Volltextzugang Campus https://doi.org/10.1007/978-3-642-33593-8 110 01 3110 https://doi.org/10.1007/978-3-642-33593-8 120 01 0715 http://dx.doi.org/10.1007/978-3-642-33593-8 120 02 0715 http://49gbv-uob-primo.hosted.exlibrisgroup.com/openurl/49GBV_UOB/UOB_services_page?u.ignore_date_coverage=true&rft.mms_id=991016133355903501 120 03 0715 http://49gbv-uob-primo.hosted.exlibrisgroup.com/openurl/49GBV_UOB/UOB_services_page?u.ignore_date_coverage=true&rft.mms_id=991016133355903501 285 01 0517 E-books (Springer) https://doi.org/10.1007/978-3-642-33593-8 370 01 4370 E-Book: Zugriff im HCU-Netz. Zugriff von außerhalb nur für HCU-Angehörige möglich https://doi.org/10.1007/978-3-642-33593-8 2050 01 DE-Zi4 http://dx.doi.org/10.1007/978-3-642-33593-8 2061 01 DE-520 http://dx.doi.org/10.1007/978-3-642-33593-8 2148 01 DE-950 http://dx.doi.org/10.1007/978-3-642-33593-8 2027 01 DE-105 00 s ebook 40 00 DE-7 00 (DE-627)625047419 VAT 100 Küstendynamik {Geologie} 40 00 DE-7 01 (DE-627)625047907 VBP 500 Bodenmechanik, Erdbaumechanik, Baugrunddynamik 120 00 DE-715 99 ww 120 01 0715 24155840 120 01 0715 YH 2020 40 01 0007 OLR-SPRINGER-EES 60 01 0705 SpringerLink 62 01 0028 OLR-SEB 62 01 0028 OLR-EES 65 01 0003 OLR-SEB-ZDB-2-EES 110 01 3110 OLR-SEB 120 01 0715 OLR-ESP 120 02 0715 alma 120 03 0715 alma 285 01 0517 OLR-ESP-EES 370 01 4370 olr-springer |
| allfields_unstemmed |
9783642335938 978-3-642-33593-8 10.1007/978-3-642-33593-8 doi (DE-627)1651881634 (DE-576)375370773 (DE-599)BSZ375370773 (OCoLC)820499277 (DE-He213)978-3-642-33593-8 DE-627 ger DE-627 rakwb eng XA-DE TA703-705.4 RB bicssc SCI019000 bisacsh 50.33 bkl 50.03 bkl 38.58 bkl Jeng, Dong-Sheng verfasserin (DE-627)1445383896 (DE-576)375383891 aut Porous Models for Wave-seabed Interactions by Dong-Sheng Jeng Berlin Heidelberg Springer 2013 Online-Ressource (XIII, 289 p. 157 illus., 56 illus. in color, digital) Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier SpringerLink Bücher Description based upon print version of record Porous Models for Wave-seabed Interactions; Preface; Contents; Chapter 1: Introduction; 1.1 Introduction; 1.2 Hot Research Topics; 1.3 Outline of the Book; References; Chapter 2: Recent Advances; 2.1 Introduction; 2.2 Waves Propagating over a Porous Seabed: Theoretical Models (Transient Mechanism); 2.2.1 Un-coupled Models (or Drained Models); 2.2.2 Biot's Consolidation Model (Quasi-Static Model); 2.2.2.1 Direct Analytical Solution; 2.2.2.2 Boundary-Layer Approximation; 2.2.2.3 Numerical Methods; Finite Difference Method; Finite Element Method; Boundary Element Method; 2.2.3 u-p Approximation 2.2.4 Dynamic Models2.2.5 Poro-Elastoplastic Models; 2.3 Waves Propagating over a Porous Seabed: Theoretical Model (Residual Mechanism); 2.4 Waves Propagating over a Porous Seabed: Physical Modeling; 2.4.1 Field Measurements; 2.4.2 Laboratory Experiments; 2.4.2.1 Wave Tank Experiments; 2.4.2.2 Compressive Tests; 2.4.2.3 Centrifugal Wave Experiment; 2.5 Waves Propagating over a Porous Seabed: Wave Damping and Seepage Flux; 2.5.1 Wave Damping in a Porous Seabed; 2.5.2 Wave-Driven Seepage Flux in Sediments; 2.6 Wave-Induced Seabed Instability; 2.6.1 Shear Failure; 2.6.2 Liquefaction; References Chapter 3: Wave-Induced Soil Response in an Isotropic Seabed3.1 Introduction; 3.2 A Short-Crested Wave System; 3.3 Boundary Value Problem; 3.3.1 Governing Equations; 3.3.2 Boundary Conditions; (a) SBC: Boundary Conditions at Seabed Surface (z=0); (b) BBC: Boundary Condition at the Bottom (z=-h or z->- infty); (c) MBC: Matching Boundary Conditions (z=-hj); 3.4 General Solutions; 3.4.1 Basic Theoretical Framework; 3.4.2 Soil Response in a Seabed of Infinite Thickness; 3.4.3 Soil Response in a Porous Seabed of Finite Thickness; 3.4.4 Soil Response in a Layered Seabed 3.4.5 Limiting Two-Dimensional Conditions3.4.5.1 Progressive Waves; 3.4.5.2 Standing Waves; 3.4.6 A Special Case: Fully Saturated Isotropic Seabed of Infinite Thickness; 3.5 Verification; 3.5.1 Comparison with Two-Dimensional Experimental Data; 3.5.2 Comparison with Two-Dimensional Analytical Solutions; 3.5.2.1 Comparison with Madsen [22]; 3.5.2.2 Comparison with Yamamoto [49] and Mei and Foda [25]; 3.5.3 Comparison with Numerical Model [18,40,41]; 3.6 Results and Discussion; 3.6.1 Effect of Wave Characteristics; 3.6.1.1 Wave Obliquity; 3.6.1.2 Relative Water Depth 3.6.2 Effect of Soil Characteristics3.6.2.1 Soil Permeability; 3.6.2.2 Degree of Saturation; 3.6.2.3 Shear Modulus; 3.6.2.4 Seabed Thickness; 3.6.3 Effect of a Combined Obliquity-Permeability Parameter; 3.6.4 Effect of a Top Layer; 3.6.4.1 Ratio of Permeabilities; 3.6.4.2 Ratio of Shear Modulus; 3.6.4.3 Thickness of a Top Layer; 3.7 Summary; 3.8 List of Coefficients Bi and Ci; References; Chapter 4: Wave-Induced Seabed Instability; 4.1 Introduction; 4.2 Shear Failure; 4.2.1 Principal Stresses; 4.2.2 Mohr-Coulomb's Criterion; 4.3 Soil Liquefaction; 4.3.1 Excess Pore Pressure 4.3.2 Criteria of Liquefaction Wave-Induced Seabed Response in an Isotropic Seabed -- Wave-Induced seabed Instability -- Cross-Anisotropic Soil Behavior -- Non-Homogeneous Seabed -- Wave-Driven Seepage flux in Marine Sediments -- Dynamic Analysis for Wave-Seabed Interactions -- Wave-Induced Pore Pressure Accumulation in Marine Sediments -- Dynamic Analysis for Wave-Seabed Interactions -- Dynamic Analysis for Wave-Seabed Interactions -- Wave Propagation over Coulomb-Damped Seabed -- Wave-Induced Pore Pressure Accumulation in Marine Sediments -- Random wave-induced seabed response 295 -- Wave-Induced Progressive liquefaction in a porous seabed -- Poro-Elastoplastic model for Wave-Seabed Interactions -- Response of Seabed to Combined Wave and Current Loading -- ANN model for Wave-Induced Liquefaction 341 -- Models for Wave-Seabed-Structure Interaction. "Porous Models for Wave-seabed Interactions" discusses the Phenomenon of wave-seabed interactions, which is a vital issue for coastal and geotechnical engineers involved in the design of foundations for marine structures such as pipelines, breakwaters, platforms, etc. The most important sections of this book will be the fully detailed theoretical models of wave-seabed interaction problem, which are particularly useful for postgraduate students and junior researchers entering the discipline of marine geotechnics and offshore engineering. This book also converts the research outcomes of theoretical studies to engineering applications that will provide front-line engineers with practical and effective tools in the assessment of seabed instability in engineering design. Prof. Dong-Sheng Jeng works at Shanghai Jiao Tong University, China. Geography Geology Civil engineering Ocean engineering Earth Sciences Geography Geology Civil engineering Ocean engineering s (DE-588)4038334-9 (DE-627)10623286X (DE-576)209029528 Meereswelle gnd s (DE-588)4129066-5 (DE-627)105712590 (DE-576)209607432 Meeresboden gnd s (DE-588)4046811-2 (DE-627)106196790 (DE-576)209071044 Poröser Stoff gnd s (DE-588)4314754-9 (DE-627)12650475X (DE-576)21116724X Fluid-Struktur-Wechselwirkung gnd s (DE-588)4114528-8 (DE-627)105821527 (DE-576)209485361 Mathematisches Modell gnd DE-101 9783642335921 Buchausg. u.d.T. Jeng, Dong-Sheng Porous models for wave-seabed interactions Shanghai : Shanghai Jiao Tong University Press, 2013 XIII, 289 S. (DE-627)722736290 (DE-576)375708634 3642335926 9783642335921 https://doi.org/10.1007/978-3-642-33593-8 Verlag Volltext http://dx.doi.org/10.1007/978-3-642-33593-8 Resolving-System lizenzpflichtig Volltext https://swbplus.bsz-bw.de/bsz375370773cov.jpg V:DE-576 X:springer image/jpeg 20130404105331 Cover http://d-nb.info/1025398815/04 B:DE-101 application/pdf 2013-05-01 Verlag Inhaltsverzeichnis http://deposit.dnb.de/cgi-bin/dokserv?id=4107637&prov=M&dok_var=1&dok_ext=htm X: MVB text/html 2013-05-01 Verlag Inhaltstext (DE-627)729061043 ZDB-2-EES 2013 GBV_ILN_40 ISIL_DE-7 SYSFLAG_1 GBV_KXP SSG-OPC-GEO SSG-OPC-GGO 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_285 ISIL_DE-517 GBV_ILN_370 ISIL_DE-1373 GBV_ILN_2017 ISIL_DE-576 GBV_ILN_2027 ISIL_DE-105 GBV_ILN_2050 ISIL_DE-Zi4 GBV_ILN_2061 ISIL_DE-520 GBV_ILN_2148 ISIL_DE-950 GBV ExPruef 50.33 Technische Strömungsmechanik SEPA (DE-627)106413783 50.03 Methoden und Techniken der Ingenieurwissenschaften SEPA (DE-627)181571455 38.58 Geomechanik SEPA (DE-627)106407554 BO 045F 624.151 40 01 0007 1340083450 OLR-SPRINGER-EES nl xsn 21-11-12 60 01 0705 1346538786 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 12-12-12 62 01 0028 1337416851 OLR-SEB 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 03-11-12 65 01 0003 1655669230 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 02-01-17 110 01 3110 4305021021 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 07-04-23 120 01 0715 1340813106 OLR-ESP Campusweiter Zugriff (Universität Oldenburg). - 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 25-11-12 120 02 0715 1754615740 00 --%%-- --%%-- g --%%-- alma ww z 22-02-18 120 03 0715 3578141747 00 --%%-- --%%-- g --%%-- alma ww z 21-01-20 285 01 0517 1337413763 00 --%%-- --%%-- s --%%-- OLR-ESP-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. z 03-11-12 370 01 4370 1347626212 olr-springer 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. i z 20-12-12 2017 01 DE-576 3354474076 00 --%%-- --%%-- --%%-- n Besitznachweis BSZ nur für Dateneinspielung, keine echte Lizenz vorhanden l01 26-10-12 2027 01 DE-105 3354474084 00 --%%-- --%%-- n --%%-- Campuslizenz l01 26-10-12 2050 01 DE-Zi4 3354474092 00 --%%-- --%%-- n --%%-- Elektronischer Volltext - Campuslizenz l01 26-10-12 2061 01 DE-520 3354474106 00 --%%-- eBook Springer n --%%-- eBook, Volltext nur im Campusnetz l01 15-11-12 2148 01 DE-950 3354474122 00 --%%-- eBook Springer --%%-- n Elektronischer Volltext - Campuslizenz l01 15-11-12 40 01 0007 Volltext, Campuszugriff http://dx.doi.org/10.1007/978-3-642-33593-8 40 01 0007 Volltext, Externer Zugriff http://han.sub.uni-goettingen.de/han/Springer-eBook-EarthEnvironmentalScience/dx.doi.org/10.1007/978-3-642-33593-8 40 01 0007 Dieser Titel ist Teil einer Datenbank http://www.bibliothek.uni-regensburg.de/dbinfo/frontdoor.php?titel_id=10159&bibid=SUBGO 60 01 0705 Volltextzugang Campus https://doi.org/10.1007/978-3-642-33593-8 62 01 0028 https://doi.org/10.1007/978-3-642-33593-8 65 01 0003 Volltextzugang Campus https://doi.org/10.1007/978-3-642-33593-8 110 01 3110 https://doi.org/10.1007/978-3-642-33593-8 120 01 0715 http://dx.doi.org/10.1007/978-3-642-33593-8 120 02 0715 http://49gbv-uob-primo.hosted.exlibrisgroup.com/openurl/49GBV_UOB/UOB_services_page?u.ignore_date_coverage=true&rft.mms_id=991016133355903501 120 03 0715 http://49gbv-uob-primo.hosted.exlibrisgroup.com/openurl/49GBV_UOB/UOB_services_page?u.ignore_date_coverage=true&rft.mms_id=991016133355903501 285 01 0517 E-books (Springer) https://doi.org/10.1007/978-3-642-33593-8 370 01 4370 E-Book: Zugriff im HCU-Netz. Zugriff von außerhalb nur für HCU-Angehörige möglich https://doi.org/10.1007/978-3-642-33593-8 2050 01 DE-Zi4 http://dx.doi.org/10.1007/978-3-642-33593-8 2061 01 DE-520 http://dx.doi.org/10.1007/978-3-642-33593-8 2148 01 DE-950 http://dx.doi.org/10.1007/978-3-642-33593-8 2027 01 DE-105 00 s ebook 40 00 DE-7 00 (DE-627)625047419 VAT 100 Küstendynamik {Geologie} 40 00 DE-7 01 (DE-627)625047907 VBP 500 Bodenmechanik, Erdbaumechanik, Baugrunddynamik 120 00 DE-715 99 ww 120 01 0715 24155840 120 01 0715 YH 2020 40 01 0007 OLR-SPRINGER-EES 60 01 0705 SpringerLink 62 01 0028 OLR-SEB 62 01 0028 OLR-EES 65 01 0003 OLR-SEB-ZDB-2-EES 110 01 3110 OLR-SEB 120 01 0715 OLR-ESP 120 02 0715 alma 120 03 0715 alma 285 01 0517 OLR-ESP-EES 370 01 4370 olr-springer |
| allfieldsGer |
9783642335938 978-3-642-33593-8 10.1007/978-3-642-33593-8 doi (DE-627)1651881634 (DE-576)375370773 (DE-599)BSZ375370773 (OCoLC)820499277 (DE-He213)978-3-642-33593-8 DE-627 ger DE-627 rakwb eng XA-DE TA703-705.4 RB bicssc SCI019000 bisacsh 50.33 bkl 50.03 bkl 38.58 bkl Jeng, Dong-Sheng verfasserin (DE-627)1445383896 (DE-576)375383891 aut Porous Models for Wave-seabed Interactions by Dong-Sheng Jeng Berlin Heidelberg Springer 2013 Online-Ressource (XIII, 289 p. 157 illus., 56 illus. in color, digital) Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier SpringerLink Bücher Description based upon print version of record Porous Models for Wave-seabed Interactions; Preface; Contents; Chapter 1: Introduction; 1.1 Introduction; 1.2 Hot Research Topics; 1.3 Outline of the Book; References; Chapter 2: Recent Advances; 2.1 Introduction; 2.2 Waves Propagating over a Porous Seabed: Theoretical Models (Transient Mechanism); 2.2.1 Un-coupled Models (or Drained Models); 2.2.2 Biot's Consolidation Model (Quasi-Static Model); 2.2.2.1 Direct Analytical Solution; 2.2.2.2 Boundary-Layer Approximation; 2.2.2.3 Numerical Methods; Finite Difference Method; Finite Element Method; Boundary Element Method; 2.2.3 u-p Approximation 2.2.4 Dynamic Models2.2.5 Poro-Elastoplastic Models; 2.3 Waves Propagating over a Porous Seabed: Theoretical Model (Residual Mechanism); 2.4 Waves Propagating over a Porous Seabed: Physical Modeling; 2.4.1 Field Measurements; 2.4.2 Laboratory Experiments; 2.4.2.1 Wave Tank Experiments; 2.4.2.2 Compressive Tests; 2.4.2.3 Centrifugal Wave Experiment; 2.5 Waves Propagating over a Porous Seabed: Wave Damping and Seepage Flux; 2.5.1 Wave Damping in a Porous Seabed; 2.5.2 Wave-Driven Seepage Flux in Sediments; 2.6 Wave-Induced Seabed Instability; 2.6.1 Shear Failure; 2.6.2 Liquefaction; References Chapter 3: Wave-Induced Soil Response in an Isotropic Seabed3.1 Introduction; 3.2 A Short-Crested Wave System; 3.3 Boundary Value Problem; 3.3.1 Governing Equations; 3.3.2 Boundary Conditions; (a) SBC: Boundary Conditions at Seabed Surface (z=0); (b) BBC: Boundary Condition at the Bottom (z=-h or z->- infty); (c) MBC: Matching Boundary Conditions (z=-hj); 3.4 General Solutions; 3.4.1 Basic Theoretical Framework; 3.4.2 Soil Response in a Seabed of Infinite Thickness; 3.4.3 Soil Response in a Porous Seabed of Finite Thickness; 3.4.4 Soil Response in a Layered Seabed 3.4.5 Limiting Two-Dimensional Conditions3.4.5.1 Progressive Waves; 3.4.5.2 Standing Waves; 3.4.6 A Special Case: Fully Saturated Isotropic Seabed of Infinite Thickness; 3.5 Verification; 3.5.1 Comparison with Two-Dimensional Experimental Data; 3.5.2 Comparison with Two-Dimensional Analytical Solutions; 3.5.2.1 Comparison with Madsen [22]; 3.5.2.2 Comparison with Yamamoto [49] and Mei and Foda [25]; 3.5.3 Comparison with Numerical Model [18,40,41]; 3.6 Results and Discussion; 3.6.1 Effect of Wave Characteristics; 3.6.1.1 Wave Obliquity; 3.6.1.2 Relative Water Depth 3.6.2 Effect of Soil Characteristics3.6.2.1 Soil Permeability; 3.6.2.2 Degree of Saturation; 3.6.2.3 Shear Modulus; 3.6.2.4 Seabed Thickness; 3.6.3 Effect of a Combined Obliquity-Permeability Parameter; 3.6.4 Effect of a Top Layer; 3.6.4.1 Ratio of Permeabilities; 3.6.4.2 Ratio of Shear Modulus; 3.6.4.3 Thickness of a Top Layer; 3.7 Summary; 3.8 List of Coefficients Bi and Ci; References; Chapter 4: Wave-Induced Seabed Instability; 4.1 Introduction; 4.2 Shear Failure; 4.2.1 Principal Stresses; 4.2.2 Mohr-Coulomb's Criterion; 4.3 Soil Liquefaction; 4.3.1 Excess Pore Pressure 4.3.2 Criteria of Liquefaction Wave-Induced Seabed Response in an Isotropic Seabed -- Wave-Induced seabed Instability -- Cross-Anisotropic Soil Behavior -- Non-Homogeneous Seabed -- Wave-Driven Seepage flux in Marine Sediments -- Dynamic Analysis for Wave-Seabed Interactions -- Wave-Induced Pore Pressure Accumulation in Marine Sediments -- Dynamic Analysis for Wave-Seabed Interactions -- Dynamic Analysis for Wave-Seabed Interactions -- Wave Propagation over Coulomb-Damped Seabed -- Wave-Induced Pore Pressure Accumulation in Marine Sediments -- Random wave-induced seabed response 295 -- Wave-Induced Progressive liquefaction in a porous seabed -- Poro-Elastoplastic model for Wave-Seabed Interactions -- Response of Seabed to Combined Wave and Current Loading -- ANN model for Wave-Induced Liquefaction 341 -- Models for Wave-Seabed-Structure Interaction. "Porous Models for Wave-seabed Interactions" discusses the Phenomenon of wave-seabed interactions, which is a vital issue for coastal and geotechnical engineers involved in the design of foundations for marine structures such as pipelines, breakwaters, platforms, etc. The most important sections of this book will be the fully detailed theoretical models of wave-seabed interaction problem, which are particularly useful for postgraduate students and junior researchers entering the discipline of marine geotechnics and offshore engineering. This book also converts the research outcomes of theoretical studies to engineering applications that will provide front-line engineers with practical and effective tools in the assessment of seabed instability in engineering design. Prof. Dong-Sheng Jeng works at Shanghai Jiao Tong University, China. Geography Geology Civil engineering Ocean engineering Earth Sciences Geography Geology Civil engineering Ocean engineering s (DE-588)4038334-9 (DE-627)10623286X (DE-576)209029528 Meereswelle gnd s (DE-588)4129066-5 (DE-627)105712590 (DE-576)209607432 Meeresboden gnd s (DE-588)4046811-2 (DE-627)106196790 (DE-576)209071044 Poröser Stoff gnd s (DE-588)4314754-9 (DE-627)12650475X (DE-576)21116724X Fluid-Struktur-Wechselwirkung gnd s (DE-588)4114528-8 (DE-627)105821527 (DE-576)209485361 Mathematisches Modell gnd DE-101 9783642335921 Buchausg. u.d.T. Jeng, Dong-Sheng Porous models for wave-seabed interactions Shanghai : Shanghai Jiao Tong University Press, 2013 XIII, 289 S. (DE-627)722736290 (DE-576)375708634 3642335926 9783642335921 https://doi.org/10.1007/978-3-642-33593-8 Verlag Volltext http://dx.doi.org/10.1007/978-3-642-33593-8 Resolving-System lizenzpflichtig Volltext https://swbplus.bsz-bw.de/bsz375370773cov.jpg V:DE-576 X:springer image/jpeg 20130404105331 Cover http://d-nb.info/1025398815/04 B:DE-101 application/pdf 2013-05-01 Verlag Inhaltsverzeichnis http://deposit.dnb.de/cgi-bin/dokserv?id=4107637&prov=M&dok_var=1&dok_ext=htm X: MVB text/html 2013-05-01 Verlag Inhaltstext (DE-627)729061043 ZDB-2-EES 2013 GBV_ILN_40 ISIL_DE-7 SYSFLAG_1 GBV_KXP SSG-OPC-GEO SSG-OPC-GGO 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_285 ISIL_DE-517 GBV_ILN_370 ISIL_DE-1373 GBV_ILN_2017 ISIL_DE-576 GBV_ILN_2027 ISIL_DE-105 GBV_ILN_2050 ISIL_DE-Zi4 GBV_ILN_2061 ISIL_DE-520 GBV_ILN_2148 ISIL_DE-950 GBV ExPruef 50.33 Technische Strömungsmechanik SEPA (DE-627)106413783 50.03 Methoden und Techniken der Ingenieurwissenschaften SEPA (DE-627)181571455 38.58 Geomechanik SEPA (DE-627)106407554 BO 045F 624.151 40 01 0007 1340083450 OLR-SPRINGER-EES nl xsn 21-11-12 60 01 0705 1346538786 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 12-12-12 62 01 0028 1337416851 OLR-SEB 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 03-11-12 65 01 0003 1655669230 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 02-01-17 110 01 3110 4305021021 00 --%%-- --%%-- s --%%-- OLR-SEB Vervielfältigungen (z.B. 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9783642335938 978-3-642-33593-8 10.1007/978-3-642-33593-8 doi (DE-627)1651881634 (DE-576)375370773 (DE-599)BSZ375370773 (OCoLC)820499277 (DE-He213)978-3-642-33593-8 DE-627 ger DE-627 rakwb eng XA-DE TA703-705.4 RB bicssc SCI019000 bisacsh 50.33 bkl 50.03 bkl 38.58 bkl Jeng, Dong-Sheng verfasserin (DE-627)1445383896 (DE-576)375383891 aut Porous Models for Wave-seabed Interactions by Dong-Sheng Jeng Berlin Heidelberg Springer 2013 Online-Ressource (XIII, 289 p. 157 illus., 56 illus. in color, digital) Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier SpringerLink Bücher Description based upon print version of record Porous Models for Wave-seabed Interactions; Preface; Contents; Chapter 1: Introduction; 1.1 Introduction; 1.2 Hot Research Topics; 1.3 Outline of the Book; References; Chapter 2: Recent Advances; 2.1 Introduction; 2.2 Waves Propagating over a Porous Seabed: Theoretical Models (Transient Mechanism); 2.2.1 Un-coupled Models (or Drained Models); 2.2.2 Biot's Consolidation Model (Quasi-Static Model); 2.2.2.1 Direct Analytical Solution; 2.2.2.2 Boundary-Layer Approximation; 2.2.2.3 Numerical Methods; Finite Difference Method; Finite Element Method; Boundary Element Method; 2.2.3 u-p Approximation 2.2.4 Dynamic Models2.2.5 Poro-Elastoplastic Models; 2.3 Waves Propagating over a Porous Seabed: Theoretical Model (Residual Mechanism); 2.4 Waves Propagating over a Porous Seabed: Physical Modeling; 2.4.1 Field Measurements; 2.4.2 Laboratory Experiments; 2.4.2.1 Wave Tank Experiments; 2.4.2.2 Compressive Tests; 2.4.2.3 Centrifugal Wave Experiment; 2.5 Waves Propagating over a Porous Seabed: Wave Damping and Seepage Flux; 2.5.1 Wave Damping in a Porous Seabed; 2.5.2 Wave-Driven Seepage Flux in Sediments; 2.6 Wave-Induced Seabed Instability; 2.6.1 Shear Failure; 2.6.2 Liquefaction; References Chapter 3: Wave-Induced Soil Response in an Isotropic Seabed3.1 Introduction; 3.2 A Short-Crested Wave System; 3.3 Boundary Value Problem; 3.3.1 Governing Equations; 3.3.2 Boundary Conditions; (a) SBC: Boundary Conditions at Seabed Surface (z=0); (b) BBC: Boundary Condition at the Bottom (z=-h or z->- infty); (c) MBC: Matching Boundary Conditions (z=-hj); 3.4 General Solutions; 3.4.1 Basic Theoretical Framework; 3.4.2 Soil Response in a Seabed of Infinite Thickness; 3.4.3 Soil Response in a Porous Seabed of Finite Thickness; 3.4.4 Soil Response in a Layered Seabed 3.4.5 Limiting Two-Dimensional Conditions3.4.5.1 Progressive Waves; 3.4.5.2 Standing Waves; 3.4.6 A Special Case: Fully Saturated Isotropic Seabed of Infinite Thickness; 3.5 Verification; 3.5.1 Comparison with Two-Dimensional Experimental Data; 3.5.2 Comparison with Two-Dimensional Analytical Solutions; 3.5.2.1 Comparison with Madsen [22]; 3.5.2.2 Comparison with Yamamoto [49] and Mei and Foda [25]; 3.5.3 Comparison with Numerical Model [18,40,41]; 3.6 Results and Discussion; 3.6.1 Effect of Wave Characteristics; 3.6.1.1 Wave Obliquity; 3.6.1.2 Relative Water Depth 3.6.2 Effect of Soil Characteristics3.6.2.1 Soil Permeability; 3.6.2.2 Degree of Saturation; 3.6.2.3 Shear Modulus; 3.6.2.4 Seabed Thickness; 3.6.3 Effect of a Combined Obliquity-Permeability Parameter; 3.6.4 Effect of a Top Layer; 3.6.4.1 Ratio of Permeabilities; 3.6.4.2 Ratio of Shear Modulus; 3.6.4.3 Thickness of a Top Layer; 3.7 Summary; 3.8 List of Coefficients Bi and Ci; References; Chapter 4: Wave-Induced Seabed Instability; 4.1 Introduction; 4.2 Shear Failure; 4.2.1 Principal Stresses; 4.2.2 Mohr-Coulomb's Criterion; 4.3 Soil Liquefaction; 4.3.1 Excess Pore Pressure 4.3.2 Criteria of Liquefaction Wave-Induced Seabed Response in an Isotropic Seabed -- Wave-Induced seabed Instability -- Cross-Anisotropic Soil Behavior -- Non-Homogeneous Seabed -- Wave-Driven Seepage flux in Marine Sediments -- Dynamic Analysis for Wave-Seabed Interactions -- Wave-Induced Pore Pressure Accumulation in Marine Sediments -- Dynamic Analysis for Wave-Seabed Interactions -- Dynamic Analysis for Wave-Seabed Interactions -- Wave Propagation over Coulomb-Damped Seabed -- Wave-Induced Pore Pressure Accumulation in Marine Sediments -- Random wave-induced seabed response 295 -- Wave-Induced Progressive liquefaction in a porous seabed -- Poro-Elastoplastic model for Wave-Seabed Interactions -- Response of Seabed to Combined Wave and Current Loading -- ANN model for Wave-Induced Liquefaction 341 -- Models for Wave-Seabed-Structure Interaction. "Porous Models for Wave-seabed Interactions" discusses the Phenomenon of wave-seabed interactions, which is a vital issue for coastal and geotechnical engineers involved in the design of foundations for marine structures such as pipelines, breakwaters, platforms, etc. The most important sections of this book will be the fully detailed theoretical models of wave-seabed interaction problem, which are particularly useful for postgraduate students and junior researchers entering the discipline of marine geotechnics and offshore engineering. This book also converts the research outcomes of theoretical studies to engineering applications that will provide front-line engineers with practical and effective tools in the assessment of seabed instability in engineering design. Prof. Dong-Sheng Jeng works at Shanghai Jiao Tong University, China. Geography Geology Civil engineering Ocean engineering Earth Sciences Geography Geology Civil engineering Ocean engineering s (DE-588)4038334-9 (DE-627)10623286X (DE-576)209029528 Meereswelle gnd s (DE-588)4129066-5 (DE-627)105712590 (DE-576)209607432 Meeresboden gnd s (DE-588)4046811-2 (DE-627)106196790 (DE-576)209071044 Poröser Stoff gnd s (DE-588)4314754-9 (DE-627)12650475X (DE-576)21116724X Fluid-Struktur-Wechselwirkung gnd s (DE-588)4114528-8 (DE-627)105821527 (DE-576)209485361 Mathematisches Modell gnd DE-101 9783642335921 Buchausg. u.d.T. Jeng, Dong-Sheng Porous models for wave-seabed interactions Shanghai : Shanghai Jiao Tong University Press, 2013 XIII, 289 S. 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Jeng, Dong-Sheng Porous Models for Wave-seabed Interactions; Preface; Contents; Chapter 1: Introduction; 1.1 Introduction; 1.2 Hot Research Topics; 1.3 Outline of the Book; References; Chapter 2: Recent Advances; 2.1 Introduction; 2.2 Waves Propagating over a Porous Seabed: Theoretical Models (Transient Mechanism); 2.2.1 Un-coupled Models (or Drained Models); 2.2.2 Biot's Consolidation Model (Quasi-Static Model); 2.2.2.1 Direct Analytical Solution; 2.2.2.2 Boundary-Layer Approximation; 2.2.2.3 Numerical Methods; Finite Difference Method; Finite Element Method; Boundary Element Method; 2.2.3 u-p Approximation 2.2.4 Dynamic Models2.2.5 Poro-Elastoplastic Models; 2.3 Waves Propagating over a Porous Seabed: Theoretical Model (Residual Mechanism); 2.4 Waves Propagating over a Porous Seabed: Physical Modeling; 2.4.1 Field Measurements; 2.4.2 Laboratory Experiments; 2.4.2.1 Wave Tank Experiments; 2.4.2.2 Compressive Tests; 2.4.2.3 Centrifugal Wave Experiment; 2.5 Waves Propagating over a Porous Seabed: Wave Damping and Seepage Flux; 2.5.1 Wave Damping in a Porous Seabed; 2.5.2 Wave-Driven Seepage Flux in Sediments; 2.6 Wave-Induced Seabed Instability; 2.6.1 Shear Failure; 2.6.2 Liquefaction; References Chapter 3: Wave-Induced Soil Response in an Isotropic Seabed3.1 Introduction; 3.2 A Short-Crested Wave System; 3.3 Boundary Value Problem; 3.3.1 Governing Equations; 3.3.2 Boundary Conditions; (a) SBC: Boundary Conditions at Seabed Surface (z=0); (b) BBC: Boundary Condition at the Bottom (z=-h or z->- infty); (c) MBC: Matching Boundary Conditions (z=-hj); 3.4 General Solutions; 3.4.1 Basic Theoretical Framework; 3.4.2 Soil Response in a Seabed of Infinite Thickness; 3.4.3 Soil Response in a Porous Seabed of Finite Thickness; 3.4.4 Soil Response in a Layered Seabed 3.4.5 Limiting Two-Dimensional Conditions3.4.5.1 Progressive Waves; 3.4.5.2 Standing Waves; 3.4.6 A Special Case: Fully Saturated Isotropic Seabed of Infinite Thickness; 3.5 Verification; 3.5.1 Comparison with Two-Dimensional Experimental Data; 3.5.2 Comparison with Two-Dimensional Analytical Solutions; 3.5.2.1 Comparison with Madsen [22]; 3.5.2.2 Comparison with Yamamoto [49] and Mei and Foda [25]; 3.5.3 Comparison with Numerical Model [18,40,41]; 3.6 Results and Discussion; 3.6.1 Effect of Wave Characteristics; 3.6.1.1 Wave Obliquity; 3.6.1.2 Relative Water Depth 3.6.2 Effect of Soil Characteristics3.6.2.1 Soil Permeability; 3.6.2.2 Degree of Saturation; 3.6.2.3 Shear Modulus; 3.6.2.4 Seabed Thickness; 3.6.3 Effect of a Combined Obliquity-Permeability Parameter; 3.6.4 Effect of a Top Layer; 3.6.4.1 Ratio of Permeabilities; 3.6.4.2 Ratio of Shear Modulus; 3.6.4.3 Thickness of a Top Layer; 3.7 Summary; 3.8 List of Coefficients Bi and Ci; References; Chapter 4: Wave-Induced Seabed Instability; 4.1 Introduction; 4.2 Shear Failure; 4.2.1 Principal Stresses; 4.2.2 Mohr-Coulomb's Criterion; 4.3 Soil Liquefaction; 4.3.1 Excess Pore Pressure 4.3.2 Criteria of Liquefaction Wave-Induced Seabed Response in an Isotropic Seabed -- Wave-Induced seabed Instability -- Cross-Anisotropic Soil Behavior -- Non-Homogeneous Seabed -- Wave-Driven Seepage flux in Marine Sediments -- Dynamic Analysis for Wave-Seabed Interactions -- Wave-Induced Pore Pressure Accumulation in Marine Sediments -- Dynamic Analysis for Wave-Seabed Interactions -- Dynamic Analysis for Wave-Seabed Interactions -- Wave Propagation over Coulomb-Damped Seabed -- Wave-Induced Pore Pressure Accumulation in Marine Sediments -- Random wave-induced seabed response 295 -- Wave-Induced Progressive liquefaction in a porous seabed -- Poro-Elastoplastic model for Wave-Seabed Interactions -- Response of Seabed to Combined Wave and Current Loading -- ANN model for Wave-Induced Liquefaction 341 -- Models for Wave-Seabed-Structure Interaction. misc TA703-705.4 bkl 50.33 bkl 50.03 bkl 38.58 misc Geography misc Geology misc Civil engineering misc Ocean engineering misc Earth Sciences gnd Meereswelle gnd Meeresboden gnd Poröser Stoff gnd Fluid-Struktur-Wechselwirkung gnd Mathematisches Modell 2027 ebook Porous Models for Wave-seabed Interactions |
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Porous Models for Wave-seabed Interactions; Preface; Contents; Chapter 1: Introduction; 1.1 Introduction; 1.2 Hot Research Topics; 1.3 Outline of the Book; References; Chapter 2: Recent Advances; 2.1 Introduction; 2.2 Waves Propagating over a Porous Seabed: Theoretical Models (Transient Mechanism); 2.2.1 Un-coupled Models (or Drained Models); 2.2.2 Biot's Consolidation Model (Quasi-Static Model); 2.2.2.1 Direct Analytical Solution; 2.2.2.2 Boundary-Layer Approximation; 2.2.2.3 Numerical Methods; Finite Difference Method; Finite Element Method; Boundary Element Method; 2.2.3 u-p Approximation 2.2.4 Dynamic Models2.2.5 Poro-Elastoplastic Models; 2.3 Waves Propagating over a Porous Seabed: Theoretical Model (Residual Mechanism); 2.4 Waves Propagating over a Porous Seabed: Physical Modeling; 2.4.1 Field Measurements; 2.4.2 Laboratory Experiments; 2.4.2.1 Wave Tank Experiments; 2.4.2.2 Compressive Tests; 2.4.2.3 Centrifugal Wave Experiment; 2.5 Waves Propagating over a Porous Seabed: Wave Damping and Seepage Flux; 2.5.1 Wave Damping in a Porous Seabed; 2.5.2 Wave-Driven Seepage Flux in Sediments; 2.6 Wave-Induced Seabed Instability; 2.6.1 Shear Failure; 2.6.2 Liquefaction; References Chapter 3: Wave-Induced Soil Response in an Isotropic Seabed3.1 Introduction; 3.2 A Short-Crested Wave System; 3.3 Boundary Value Problem; 3.3.1 Governing Equations; 3.3.2 Boundary Conditions; (a) SBC: Boundary Conditions at Seabed Surface (z=0); (b) BBC: Boundary Condition at the Bottom (z=-h or z->- infty); (c) MBC: Matching Boundary Conditions (z=-hj); 3.4 General Solutions; 3.4.1 Basic Theoretical Framework; 3.4.2 Soil Response in a Seabed of Infinite Thickness; 3.4.3 Soil Response in a Porous Seabed of Finite Thickness; 3.4.4 Soil Response in a Layered Seabed 3.4.5 Limiting Two-Dimensional Conditions3.4.5.1 Progressive Waves; 3.4.5.2 Standing Waves; 3.4.6 A Special Case: Fully Saturated Isotropic Seabed of Infinite Thickness; 3.5 Verification; 3.5.1 Comparison with Two-Dimensional Experimental Data; 3.5.2 Comparison with Two-Dimensional Analytical Solutions; 3.5.2.1 Comparison with Madsen [22]; 3.5.2.2 Comparison with Yamamoto [49] and Mei and Foda [25]; 3.5.3 Comparison with Numerical Model [18,40,41]; 3.6 Results and Discussion; 3.6.1 Effect of Wave Characteristics; 3.6.1.1 Wave Obliquity; 3.6.1.2 Relative Water Depth 3.6.2 Effect of Soil Characteristics3.6.2.1 Soil Permeability; 3.6.2.2 Degree of Saturation; 3.6.2.3 Shear Modulus; 3.6.2.4 Seabed Thickness; 3.6.3 Effect of a Combined Obliquity-Permeability Parameter; 3.6.4 Effect of a Top Layer; 3.6.4.1 Ratio of Permeabilities; 3.6.4.2 Ratio of Shear Modulus; 3.6.4.3 Thickness of a Top Layer; 3.7 Summary; 3.8 List of Coefficients Bi and Ci; References; Chapter 4: Wave-Induced Seabed Instability; 4.1 Introduction; 4.2 Shear Failure; 4.2.1 Principal Stresses; 4.2.2 Mohr-Coulomb's Criterion; 4.3 Soil Liquefaction; 4.3.1 Excess Pore Pressure 4.3.2 Criteria of Liquefaction Wave-Induced Seabed Response in an Isotropic Seabed -- Wave-Induced seabed Instability -- Cross-Anisotropic Soil Behavior -- Non-Homogeneous Seabed -- Wave-Driven Seepage flux in Marine Sediments -- Dynamic Analysis for Wave-Seabed Interactions -- Wave-Induced Pore Pressure Accumulation in Marine Sediments -- Dynamic Analysis for Wave-Seabed Interactions -- Dynamic Analysis for Wave-Seabed Interactions -- Wave Propagation over Coulomb-Damped Seabed -- Wave-Induced Pore Pressure Accumulation in Marine Sediments -- Random wave-induced seabed response 295 -- Wave-Induced Progressive liquefaction in a porous seabed -- Poro-Elastoplastic model for Wave-Seabed Interactions -- Response of Seabed to Combined Wave and Current Loading -- ANN model for Wave-Induced Liquefaction 341 -- Models for Wave-Seabed-Structure Interaction. |
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Porous Models for Wave-seabed Interactions |
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"Porous Models for Wave-seabed Interactions" discusses the Phenomenon of wave-seabed interactions, which is a vital issue for coastal and geotechnical engineers involved in the design of foundations for marine structures such as pipelines, breakwaters, platforms, etc. The most important sections of this book will be the fully detailed theoretical models of wave-seabed interaction problem, which are particularly useful for postgraduate students and junior researchers entering the discipline of marine geotechnics and offshore engineering. This book also converts the research outcomes of theoretical studies to engineering applications that will provide front-line engineers with practical and effective tools in the assessment of seabed instability in engineering design. Prof. Dong-Sheng Jeng works at Shanghai Jiao Tong University, China. Description based upon print version of record |
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"Porous Models for Wave-seabed Interactions" discusses the Phenomenon of wave-seabed interactions, which is a vital issue for coastal and geotechnical engineers involved in the design of foundations for marine structures such as pipelines, breakwaters, platforms, etc. The most important sections of this book will be the fully detailed theoretical models of wave-seabed interaction problem, which are particularly useful for postgraduate students and junior researchers entering the discipline of marine geotechnics and offshore engineering. This book also converts the research outcomes of theoretical studies to engineering applications that will provide front-line engineers with practical and effective tools in the assessment of seabed instability in engineering design. Prof. Dong-Sheng Jeng works at Shanghai Jiao Tong University, China. Description based upon print version of record |
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"Porous Models for Wave-seabed Interactions" discusses the Phenomenon of wave-seabed interactions, which is a vital issue for coastal and geotechnical engineers involved in the design of foundations for marine structures such as pipelines, breakwaters, platforms, etc. The most important sections of this book will be the fully detailed theoretical models of wave-seabed interaction problem, which are particularly useful for postgraduate students and junior researchers entering the discipline of marine geotechnics and offshore engineering. This book also converts the research outcomes of theoretical studies to engineering applications that will provide front-line engineers with practical and effective tools in the assessment of seabed instability in engineering design. Prof. Dong-Sheng Jeng works at Shanghai Jiao Tong University, China. Description based upon print version of record |
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<?xml version="1.0" encoding="UTF-8"?><collection xmlns="http://www.loc.gov/MARC21/slim"><record><leader>01000cam a22002652 4500</leader><controlfield tag="001">1651881634</controlfield><controlfield tag="003">DE-627</controlfield><controlfield tag="005">20240923202959.0</controlfield><controlfield tag="007">cr uuu---uuuuu</controlfield><controlfield tag="008">121115s2013 gw |||||o 00| ||eng c</controlfield><datafield tag="020" ind1=" " ind2=" "><subfield code="a">9783642335938</subfield><subfield code="9">978-3-642-33593-8</subfield></datafield><datafield tag="024" ind1="7" ind2=" "><subfield code="a">10.1007/978-3-642-33593-8</subfield><subfield code="2">doi</subfield></datafield><datafield tag="035" ind1=" " ind2=" "><subfield code="a">(DE-627)1651881634</subfield></datafield><datafield tag="035" ind1=" " ind2=" "><subfield code="a">(DE-576)375370773</subfield></datafield><datafield tag="035" ind1=" " ind2=" "><subfield code="a">(DE-599)BSZ375370773</subfield></datafield><datafield tag="035" ind1=" " ind2=" "><subfield code="a">(OCoLC)820499277</subfield></datafield><datafield tag="035" ind1=" " ind2=" "><subfield code="a">(DE-He213)978-3-642-33593-8</subfield></datafield><datafield tag="040" ind1=" " ind2=" "><subfield code="a">DE-627</subfield><subfield code="b">ger</subfield><subfield code="c">DE-627</subfield><subfield code="e">rakwb</subfield></datafield><datafield tag="041" ind1=" " ind2=" "><subfield code="a">eng</subfield></datafield><datafield tag="044" ind1=" " ind2=" "><subfield code="c">XA-DE</subfield></datafield><datafield tag="050" ind1=" " ind2="0"><subfield code="a">TA703-705.4</subfield></datafield><datafield tag="072" ind1=" " ind2="7"><subfield code="a">RB</subfield><subfield code="2">bicssc</subfield></datafield><datafield tag="072" ind1=" " ind2="7"><subfield code="a">SCI019000</subfield><subfield code="2">bisacsh</subfield></datafield><datafield tag="084" ind1=" " ind2=" "><subfield code="a">50.33</subfield><subfield code="2">bkl</subfield></datafield><datafield tag="084" ind1=" " ind2=" "><subfield code="a">50.03</subfield><subfield code="2">bkl</subfield></datafield><datafield tag="084" ind1=" " ind2=" "><subfield code="a">38.58</subfield><subfield code="2">bkl</subfield></datafield><datafield tag="100" ind1="1" ind2=" "><subfield code="a">Jeng, Dong-Sheng</subfield><subfield code="e">verfasserin</subfield><subfield code="0">(DE-627)1445383896</subfield><subfield code="0">(DE-576)375383891</subfield><subfield code="4">aut</subfield></datafield><datafield tag="245" ind1="1" ind2="0"><subfield code="a">Porous Models for Wave-seabed Interactions</subfield><subfield code="c">by Dong-Sheng Jeng</subfield></datafield><datafield tag="264" ind1=" " ind2="1"><subfield code="a">Berlin</subfield><subfield code="a">Heidelberg</subfield><subfield code="b">Springer</subfield><subfield code="c">2013</subfield></datafield><datafield tag="300" ind1=" " ind2=" "><subfield code="a">Online-Ressource (XIII, 289 p. 157 illus., 56 illus. in color, digital)</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">SpringerLink</subfield><subfield code="a">Bücher</subfield></datafield><datafield tag="500" ind1=" " ind2=" "><subfield code="a">Description based upon print version of record</subfield></datafield><datafield tag="505" ind1="8" ind2="0"><subfield code="a">Porous Models for Wave-seabed Interactions; Preface; Contents; Chapter 1: Introduction; 1.1 Introduction; 1.2 Hot Research Topics; 1.3 Outline of the Book; References; Chapter 2: Recent Advances; 2.1 Introduction; 2.2 Waves Propagating over a Porous Seabed: Theoretical Models (Transient Mechanism); 2.2.1 Un-coupled Models (or Drained Models); 2.2.2 Biot's Consolidation Model (Quasi-Static Model); 2.2.2.1 Direct Analytical Solution; 2.2.2.2 Boundary-Layer Approximation; 2.2.2.3 Numerical Methods; Finite Difference Method; Finite Element Method; Boundary Element Method; 2.2.3 u-p Approximation</subfield></datafield><datafield tag="505" ind1="8" ind2="0"><subfield code="a">2.2.4 Dynamic Models2.2.5 Poro-Elastoplastic Models; 2.3 Waves Propagating over a Porous Seabed: Theoretical Model (Residual Mechanism); 2.4 Waves Propagating over a Porous Seabed: Physical Modeling; 2.4.1 Field Measurements; 2.4.2 Laboratory Experiments; 2.4.2.1 Wave Tank Experiments; 2.4.2.2 Compressive Tests; 2.4.2.3 Centrifugal Wave Experiment; 2.5 Waves Propagating over a Porous Seabed: Wave Damping and Seepage Flux; 2.5.1 Wave Damping in a Porous Seabed; 2.5.2 Wave-Driven Seepage Flux in Sediments; 2.6 Wave-Induced Seabed Instability; 2.6.1 Shear Failure; 2.6.2 Liquefaction; References</subfield></datafield><datafield tag="505" ind1="8" ind2="0"><subfield code="a">Chapter 3: Wave-Induced Soil Response in an Isotropic Seabed3.1 Introduction; 3.2 A Short-Crested Wave System; 3.3 Boundary Value Problem; 3.3.1 Governing Equations; 3.3.2 Boundary Conditions; (a) SBC: Boundary Conditions at Seabed Surface (z=0); (b) BBC: Boundary Condition at the Bottom (z=-h or z->- infty); (c) MBC: Matching Boundary Conditions (z=-hj); 3.4 General Solutions; 3.4.1 Basic Theoretical Framework; 3.4.2 Soil Response in a Seabed of Infinite Thickness; 3.4.3 Soil Response in a Porous Seabed of Finite Thickness; 3.4.4 Soil Response in a Layered Seabed</subfield></datafield><datafield tag="505" ind1="8" ind2="0"><subfield code="a">3.4.5 Limiting Two-Dimensional Conditions3.4.5.1 Progressive Waves; 3.4.5.2 Standing Waves; 3.4.6 A Special Case: Fully Saturated Isotropic Seabed of Infinite Thickness; 3.5 Verification; 3.5.1 Comparison with Two-Dimensional Experimental Data; 3.5.2 Comparison with Two-Dimensional Analytical Solutions; 3.5.2.1 Comparison with Madsen [22]; 3.5.2.2 Comparison with Yamamoto [49] and Mei and Foda [25]; 3.5.3 Comparison with Numerical Model [18,40,41]; 3.6 Results and Discussion; 3.6.1 Effect of Wave Characteristics; 3.6.1.1 Wave Obliquity; 3.6.1.2 Relative Water Depth</subfield></datafield><datafield tag="505" ind1="8" ind2="0"><subfield code="a">3.6.2 Effect of Soil Characteristics3.6.2.1 Soil Permeability; 3.6.2.2 Degree of Saturation; 3.6.2.3 Shear Modulus; 3.6.2.4 Seabed Thickness; 3.6.3 Effect of a Combined Obliquity-Permeability Parameter; 3.6.4 Effect of a Top Layer; 3.6.4.1 Ratio of Permeabilities; 3.6.4.2 Ratio of Shear Modulus; 3.6.4.3 Thickness of a Top Layer; 3.7 Summary; 3.8 List of Coefficients Bi and Ci; References; Chapter 4: Wave-Induced Seabed Instability; 4.1 Introduction; 4.2 Shear Failure; 4.2.1 Principal Stresses; 4.2.2 Mohr-Coulomb's Criterion; 4.3 Soil Liquefaction; 4.3.1 Excess Pore Pressure</subfield></datafield><datafield tag="505" ind1="8" ind2="0"><subfield code="a">4.3.2 Criteria of Liquefaction</subfield></datafield><datafield tag="505" ind1="8" ind2="0"><subfield code="a">Wave-Induced Seabed Response in an Isotropic Seabed -- Wave-Induced seabed Instability -- Cross-Anisotropic Soil Behavior -- Non-Homogeneous Seabed -- Wave-Driven Seepage flux in Marine Sediments -- Dynamic Analysis for Wave-Seabed Interactions -- Wave-Induced Pore Pressure Accumulation in Marine Sediments -- Dynamic Analysis for Wave-Seabed Interactions -- Dynamic Analysis for Wave-Seabed Interactions -- Wave Propagation over Coulomb-Damped Seabed -- Wave-Induced Pore Pressure Accumulation in Marine Sediments -- Random wave-induced seabed response 295 -- Wave-Induced Progressive liquefaction in a porous seabed -- Poro-Elastoplastic model for Wave-Seabed Interactions -- Response of Seabed to Combined Wave and Current Loading -- ANN model for Wave-Induced Liquefaction 341 -- Models for Wave-Seabed-Structure Interaction.</subfield></datafield><datafield tag="520" ind1=" " ind2=" "><subfield code="a">"Porous Models for Wave-seabed Interactions" discusses the Phenomenon of wave-seabed interactions, which is a vital issue for coastal and geotechnical engineers involved in the design of foundations for marine structures such as pipelines, breakwaters, platforms, etc. The most important sections of this book will be the fully detailed theoretical models of wave-seabed interaction problem, which are particularly useful for postgraduate students and junior researchers entering the discipline of marine geotechnics and offshore engineering. This book also converts the research outcomes of theoretical studies to engineering applications that will provide front-line engineers with practical and effective tools in the assessment of seabed instability in engineering design. 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Contents … Introduction … Introduction … Hot Research Topics … Outline of the Book References … Recent Advances … Introduction … Waves Propagating over a Porous Seabed: Theoretical Models (Transient Mechanism) … Un-coupled Models (or Drained Models) … Biot's Consolidation Model (Quasi-Static Model) … u—p Approximation … Dynamic Models … Poro-Elastoplastic Models … Waves Propagating over a Porous Seabed: Theoretical Model (Residual Mechanism) … Waves Propagating over a Porous Seabed: Physical Modeling … Field Measurements … Laboratory Experiments … Waves Propagating over a Porous Seabed: Wave Damping and Seepage Flux … L Wave Damping in a Porous Seabed … Wave-Driven Seepage Flux in Sediments … Wave-Induced Seabed Instability … Shear Failure … Liquefaction References … Wave-Induced Soil Response in an Isotropic Seabed … Introduction … A Short-Crested Wave System … ix … x Contents … Boundary Value Problem … Governing Equations … Boundary Conditions … General Solutions … Basic Theoretical Framework … Soil Response in a Seabed of Infinite Thickness … Soil Response in a Porous Seabed of Finite Thickness … Soil Response in a Layered Seabed … Limiting Two-Dimensional Conditions … A Special Case: Fully Saturated Isotropic Seabed of Infinite Thickness … Verification … Comparison with Two-Dimensional Experimental Data … Comparison with Two-Dimensional Analytical Solutions … Comparison with Numerical Model … Results and Discussion … Effect of Wave Characteristics … Effect of Soil Characteristics … Effect of a Combined Obliquity-Permeability Parameter … Effect of a Top Layer … Summary … List of Coefficients B; and C,References … Wave-Induced Seabed Instability … Introduction … Shear Failure … Principal Stresses … Mohr-Coulomb's Criterion … Soil Liquefaction … Excess Pore Pressure … Criteria of Liquefaction … Seepage Force … Wave-Induced Seabed Instability … Effect of Wave Characteristics … Effect of Soil Characteristics … Effect of Combined Obliquity-Permeability Parameter … Temporal Variation in Wave-Induced Liquefaction … Seabed Protection … Effects of a Top Layer … Methodology of Seabed Protection … Summary … References … Contents … xi Wave-Induced Seabed Response in Non-homogeneous Anisotropic Seabed … Introduction … Analytical Solution for a Seabed with Variable Permeability … Boundary Value Problem … General Solutions … Results and Discussion … Summary … Analytical Solution for a Cross-Anisotropic Seabed … Cross-Anisotropic Soil … Boundary Value Problem … General Solutions … Results and Discussion … Effect of Anisotropic Constant A … Effect of the Degree of Saturation … Summary … Numerical Model for Seabed Response in Anisotropic Seabed with Variable Soil Characteristics … Boundary Value Problem … Wave-Induced Seabed Response … Wave-Induced Liquefaction … Summary … Appendix: Exact Solutions of Linear Variable Coefficient Equations … Appendix: Finite Element Formulations References Dynamic Analysis for Wave-seabed Interaction … Introduction … Boundary Value Problem … Basic Ocean Wave Theory … Governing Equations … Boundary Conditions … General Solutions … Basic Framework … A Seabed of Finite Thickness … A Seabed of Infinite Thickness … Simplified Solution … u - p Approximation … Quasi-Static Approximation … Numerical Results and Discussions … Effects of Dynamic Soil Behavior … Effects of Soil Characteristics … Effects of Wave Characteristics … When Should Dynamic Soil Behavior Be Considered? References … Ill Ill … xii Contents … Wave Propagation over Coulomb-Damped Seabed … Introduction … Coulomb-Damping Poro-Elastic Seabed … Boundary Value Problem … Governing Equations … Boundary Condition … General Solutions … Analytical Solution for a Seabed of Finite Thickness … Analytical Solution for an Infinite Seabed … Verification … Results and Discussions … Effects of Coulomb-Damping Friction and Fluid Acceleration … Response of Seabed to Ocean Waves … Summary … Appendix: List of Coefficients a\-ci(, … References … Random Wave-Induced Seabed Response … Introduction … Random Waves … Random Wave Generation … Random Wave Simulation … Random Wave Validation … Statistic Features of the Simulated Random Waves … Representative Regular Wave … Wave-Induced Oscillatory Soil Response … Boundary Vale Problem … Analytical Solutions … Numerical Results … Comparison Between Regular and Random Wave-Induced Soil Responses … Effect of Soil Parameters on Random Wave-Induced Soil Response … Effect of Wave Characteristics on Random Wave-Induced Soil Response … Effect of Seabed Thickness on Random Wave-Induced Soil Response … Summary References … Wave-Induced Pore Pressure Accumulation in Marine Sediments … Introduction … Boundary Value Problem … Source Term … Nonlinear Mechanism of Pore Pressure Generation … Linear Mechanism of Pore Pressure Generation … Contents xiii … Theoretical Models … Analytical Approximation for Linear Mechanism … Numerical Scheme … Comparisons … Parametric Study … A Simplified Approximation for an Infinite Seabed … Scaling Analysis … A Simplified Approximation for Wave-Induced Liquefaction … Summary … Appendix: Mathematical Derivation of Analytical Solutions … Finite Soil Model … Shallow Soil Model … Deep Soil Model … References … Wave-Induced Progressive Liquefaction in a Porous Seabed … Introduction … Two-Layered Fluid System … Two-Layered Inviscid Fluid Model … Two-Layered Viscid Fluid Model … Poro-Elastoplastic Soil Model … Boundary Value Problem … Cyclic Shear Stress in an Infinite Seabed … Cyclic Shear Stress in a Seabed of Finite Thickness … Numerical Scheme and Procedure … Results and Discussions … Comparison with Sassa's Model … Viscous Effect and the Influence of Shear Stress … Effect of Parameters a , ft and R in the Build-Up Pattern … Effect of Wave and Soil Characteristics … Pore Pressure History … Summary … References … Index … |
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Preface; Contents; Chapter 1: Introduction; 1.1 Introduction; 1.2 Hot Research Topics; 1.3 Outline of the Book; References; Chapter 2: Recent Advances; 2.1 Introduction; 2.2 Waves Propagating over a Porous Seabed: Theoretical Models (Transient Mechanism); 2.2.1 Un-coupled Models (or Drained Models); 2.2.2 Biot's Consolidation Model (Quasi-Static Model); 2.2.2.1 Direct Analytical Solution; 2.2.2.2 Boundary-Layer Approximation; 2.2.2.3 Numerical Methods; Finite Difference Method; Finite Element Method; Boundary Element Method; 2.2.3 u-p Approximation</subfield></datafield><datafield tag="505" ind1="8" ind2="0"><subfield code="a">2.2.4 Dynamic Models2.2.5 Poro-Elastoplastic Models; 2.3 Waves Propagating over a Porous Seabed: Theoretical Model (Residual Mechanism); 2.4 Waves Propagating over a Porous Seabed: Physical Modeling; 2.4.1 Field Measurements; 2.4.2 Laboratory Experiments; 2.4.2.1 Wave Tank Experiments; 2.4.2.2 Compressive Tests; 2.4.2.3 Centrifugal Wave Experiment; 2.5 Waves Propagating over a Porous Seabed: Wave Damping and Seepage Flux; 2.5.1 Wave Damping in a Porous Seabed; 2.5.2 Wave-Driven Seepage Flux in Sediments; 2.6 Wave-Induced Seabed Instability; 2.6.1 Shear Failure; 2.6.2 Liquefaction; References</subfield></datafield><datafield tag="505" ind1="8" ind2="0"><subfield code="a">Chapter 3: Wave-Induced Soil Response in an Isotropic Seabed3.1 Introduction; 3.2 A Short-Crested Wave System; 3.3 Boundary Value Problem; 3.3.1 Governing Equations; 3.3.2 Boundary Conditions; (a) SBC: Boundary Conditions at Seabed Surface (z=0); (b) BBC: Boundary Condition at the Bottom (z=-h or z->- infty); (c) MBC: Matching Boundary Conditions (z=-hj); 3.4 General Solutions; 3.4.1 Basic Theoretical Framework; 3.4.2 Soil Response in a Seabed of Infinite Thickness; 3.4.3 Soil Response in a Porous Seabed of Finite Thickness; 3.4.4 Soil Response in a Layered Seabed</subfield></datafield><datafield tag="505" ind1="8" ind2="0"><subfield code="a">3.4.5 Limiting Two-Dimensional Conditions3.4.5.1 Progressive Waves; 3.4.5.2 Standing Waves; 3.4.6 A Special Case: Fully Saturated Isotropic Seabed of Infinite Thickness; 3.5 Verification; 3.5.1 Comparison with Two-Dimensional Experimental Data; 3.5.2 Comparison with Two-Dimensional Analytical Solutions; 3.5.2.1 Comparison with Madsen [22]; 3.5.2.2 Comparison with Yamamoto [49] and Mei and Foda [25]; 3.5.3 Comparison with Numerical Model [18,40,41]; 3.6 Results and Discussion; 3.6.1 Effect of Wave Characteristics; 3.6.1.1 Wave Obliquity; 3.6.1.2 Relative Water Depth</subfield></datafield><datafield tag="505" ind1="8" ind2="0"><subfield code="a">3.6.2 Effect of Soil Characteristics3.6.2.1 Soil Permeability; 3.6.2.2 Degree of Saturation; 3.6.2.3 Shear Modulus; 3.6.2.4 Seabed Thickness; 3.6.3 Effect of a Combined Obliquity-Permeability Parameter; 3.6.4 Effect of a Top Layer; 3.6.4.1 Ratio of Permeabilities; 3.6.4.2 Ratio of Shear Modulus; 3.6.4.3 Thickness of a Top Layer; 3.7 Summary; 3.8 List of Coefficients Bi and Ci; References; Chapter 4: Wave-Induced Seabed Instability; 4.1 Introduction; 4.2 Shear Failure; 4.2.1 Principal Stresses; 4.2.2 Mohr-Coulomb's Criterion; 4.3 Soil Liquefaction; 4.3.1 Excess Pore Pressure</subfield></datafield><datafield tag="505" ind1="8" ind2="0"><subfield code="a">4.3.2 Criteria of Liquefaction</subfield></datafield><datafield tag="505" ind1="8" ind2="0"><subfield code="a">Wave-Induced Seabed Response in an Isotropic Seabed -- Wave-Induced seabed Instability -- Cross-Anisotropic Soil Behavior -- Non-Homogeneous Seabed -- Wave-Driven Seepage flux in Marine Sediments -- Dynamic Analysis for Wave-Seabed Interactions -- Wave-Induced Pore Pressure Accumulation in Marine Sediments -- Dynamic Analysis for Wave-Seabed Interactions -- Dynamic Analysis for Wave-Seabed Interactions -- Wave Propagation over Coulomb-Damped Seabed -- Wave-Induced Pore Pressure Accumulation in Marine Sediments -- Random wave-induced seabed response 295 -- Wave-Induced Progressive liquefaction in a porous seabed -- Poro-Elastoplastic model for Wave-Seabed Interactions -- Response of Seabed to Combined Wave and Current Loading -- ANN model for Wave-Induced Liquefaction 341 -- Models for Wave-Seabed-Structure Interaction.</subfield></datafield><datafield tag="520" ind1=" " ind2=" "><subfield code="a">"Porous Models for Wave-seabed Interactions" discusses the Phenomenon of wave-seabed interactions, which is a vital issue for coastal and geotechnical engineers involved in the design of foundations for marine structures such as pipelines, breakwaters, platforms, etc. The most important sections of this book will be the fully detailed theoretical models of wave-seabed interaction problem, which are particularly useful for postgraduate students and junior researchers entering the discipline of marine geotechnics and offshore engineering. This book also converts the research outcomes of theoretical studies to engineering applications that will provide front-line engineers with practical and effective tools in the assessment of seabed instability in engineering design. 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