Stability Study of a Tide Embankment Subjected to Sea Level Variations Using Centrifugal Model Tests
To investigate the behavior of dredged-sea-sand fill compacted inside tide embankments with a damaged geosynthetic mat, centrifugal model tests and numerical simulation were conducted, both considering variations in sea level. The results from the three centrifugal model tests demonstrate that the s...
Ausführliche Beschreibung
Gespeichert in:
| Autor*in: |
Lee, Chung-Won [verfasserIn] |
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| Format: |
Artikel |
|---|---|
| Sprache: |
Englisch |
| Erschienen: |
2015 |
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| Rechteinformationen: |
Nutzungsrecht: Copyright © Taylor & Francis Group, LLC 2015 |
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| Schlagwörter: |
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| Übergeordnetes Werk: |
Enthalten in: Marine georesources & geotechnology - London : Taylor & Francis, 1993, 33(2015), 5, Seite 376-390 |
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| Übergeordnetes Werk: |
volume:33 ; year:2015 ; number:5 ; pages:376-390 |
| Links: |
|---|
| DOI / URN: |
10.1080/1064119X.2014.890986 |
|---|
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OLC1964747813 |
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| 520 | |a To investigate the behavior of dredged-sea-sand fill compacted inside tide embankments with a damaged geosynthetic mat, centrifugal model tests and numerical simulation were conducted, both considering variations in sea level. The results from the three centrifugal model tests demonstrate that the subsidence of the dredged-sea-sand fill inside tide embankments with a damaged geosynthetic mat was strongly affected by the loss of dredged-sea-sand into the filter layers with large particles and a decrease in the bearing capacity of the filter layers with small particles. In addition, a comparison of the test and simulation results confirms that the loss of sand into the filter layer and the subsidence of the dredged-sea-sand fill were well reproduced by the numerical simulation. | ||
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| 650 | 4 | |a loss of dredged sea sand | |
| 650 | 4 | |a damaged geosynthetic mat | |
| 650 | 4 | |a centrifugal model test | |
| 650 | 4 | |a numerical simulation | |
| 650 | 4 | |a sea level variation | |
| 650 | 4 | |a Comparative analysis | |
| 650 | 4 | |a Simulation | |
| 650 | 4 | |a Sea level | |
| 700 | 1 | |a Kim, Yong-Seong |4 oth | |
| 700 | 1 | |a Yoon, Yong-Sun |4 oth | |
| 700 | 1 | |a Chang, Dong-Su |4 oth | |
| 700 | 1 | |a Choo, Yun Wook |4 oth | |
| 700 | 1 | |a Jung, Min-Chul |4 oth | |
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10.1080/1064119X.2014.890986 doi PQ20160617 (DE-627)OLC1964747813 (DE-599)GBVOLC1964747813 (PRQ)c2692-49b3eeefdccf04afa986646bb1268a83b92477359a25a105778fcac4c199240b0 (KEY)0035545320150000033000500376stabilitystudyofatideembankmentsubjectedtosealevel DE-627 ger DE-627 rakwb eng 550 DNB Lee, Chung-Won verfasserin aut Stability Study of a Tide Embankment Subjected to Sea Level Variations Using Centrifugal Model Tests 2015 Text txt rdacontent ohne Hilfsmittel zu benutzen n rdamedia Band nc rdacarrier To investigate the behavior of dredged-sea-sand fill compacted inside tide embankments with a damaged geosynthetic mat, centrifugal model tests and numerical simulation were conducted, both considering variations in sea level. The results from the three centrifugal model tests demonstrate that the subsidence of the dredged-sea-sand fill inside tide embankments with a damaged geosynthetic mat was strongly affected by the loss of dredged-sea-sand into the filter layers with large particles and a decrease in the bearing capacity of the filter layers with small particles. In addition, a comparison of the test and simulation results confirms that the loss of sand into the filter layer and the subsidence of the dredged-sea-sand fill were well reproduced by the numerical simulation. Nutzungsrecht: Copyright © Taylor & Francis Group, LLC 2015 loss of dredged sea sand damaged geosynthetic mat centrifugal model test numerical simulation sea level variation Comparative analysis Simulation Sea level Kim, Yong-Seong oth Yoon, Yong-Sun oth Chang, Dong-Su oth Choo, Yun Wook oth Jung, Min-Chul oth Enthalten in Marine georesources & geotechnology London : Taylor & Francis, 1993 33(2015), 5, Seite 376-390 (DE-627)131208063 (DE-600)1154521-5 (DE-576)034209581 1064-119X nnns volume:33 year:2015 number:5 pages:376-390 http://dx.doi.org/10.1080/1064119X.2014.890986 Volltext http://www.tandfonline.com/doi/abs/10.1080/1064119X.2014.890986 http://search.proquest.com/docview/1664329952 GBV_USEFLAG_A SYSFLAG_A GBV_OLC SSG-OLC-GEO SSG-OPC-GGO SSG-OPC-GEO GBV_ILN_21 GBV_ILN_70 GBV_ILN_612 GBV_ILN_2027 AR 33 2015 5 376-390 |
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10.1080/1064119X.2014.890986 doi PQ20160617 (DE-627)OLC1964747813 (DE-599)GBVOLC1964747813 (PRQ)c2692-49b3eeefdccf04afa986646bb1268a83b92477359a25a105778fcac4c199240b0 (KEY)0035545320150000033000500376stabilitystudyofatideembankmentsubjectedtosealevel DE-627 ger DE-627 rakwb eng 550 DNB Lee, Chung-Won verfasserin aut Stability Study of a Tide Embankment Subjected to Sea Level Variations Using Centrifugal Model Tests 2015 Text txt rdacontent ohne Hilfsmittel zu benutzen n rdamedia Band nc rdacarrier To investigate the behavior of dredged-sea-sand fill compacted inside tide embankments with a damaged geosynthetic mat, centrifugal model tests and numerical simulation were conducted, both considering variations in sea level. The results from the three centrifugal model tests demonstrate that the subsidence of the dredged-sea-sand fill inside tide embankments with a damaged geosynthetic mat was strongly affected by the loss of dredged-sea-sand into the filter layers with large particles and a decrease in the bearing capacity of the filter layers with small particles. In addition, a comparison of the test and simulation results confirms that the loss of sand into the filter layer and the subsidence of the dredged-sea-sand fill were well reproduced by the numerical simulation. Nutzungsrecht: Copyright © Taylor & Francis Group, LLC 2015 loss of dredged sea sand damaged geosynthetic mat centrifugal model test numerical simulation sea level variation Comparative analysis Simulation Sea level Kim, Yong-Seong oth Yoon, Yong-Sun oth Chang, Dong-Su oth Choo, Yun Wook oth Jung, Min-Chul oth Enthalten in Marine georesources & geotechnology London : Taylor & Francis, 1993 33(2015), 5, Seite 376-390 (DE-627)131208063 (DE-600)1154521-5 (DE-576)034209581 1064-119X nnns volume:33 year:2015 number:5 pages:376-390 http://dx.doi.org/10.1080/1064119X.2014.890986 Volltext http://www.tandfonline.com/doi/abs/10.1080/1064119X.2014.890986 http://search.proquest.com/docview/1664329952 GBV_USEFLAG_A SYSFLAG_A GBV_OLC SSG-OLC-GEO SSG-OPC-GGO SSG-OPC-GEO GBV_ILN_21 GBV_ILN_70 GBV_ILN_612 GBV_ILN_2027 AR 33 2015 5 376-390 |
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550 DNB Stability Study of a Tide Embankment Subjected to Sea Level Variations Using Centrifugal Model Tests loss of dredged sea sand damaged geosynthetic mat centrifugal model test numerical simulation sea level variation Comparative analysis Simulation Sea level |
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Stability Study of a Tide Embankment Subjected to Sea Level Variations Using Centrifugal Model Tests |
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Stability Study of a Tide Embankment Subjected to Sea Level Variations Using Centrifugal Model Tests |
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Lee, Chung-Won |
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Marine georesources & geotechnology |
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stability study of a tide embankment subjected to sea level variations using centrifugal model tests |
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Stability Study of a Tide Embankment Subjected to Sea Level Variations Using Centrifugal Model Tests |
| abstract |
To investigate the behavior of dredged-sea-sand fill compacted inside tide embankments with a damaged geosynthetic mat, centrifugal model tests and numerical simulation were conducted, both considering variations in sea level. The results from the three centrifugal model tests demonstrate that the subsidence of the dredged-sea-sand fill inside tide embankments with a damaged geosynthetic mat was strongly affected by the loss of dredged-sea-sand into the filter layers with large particles and a decrease in the bearing capacity of the filter layers with small particles. In addition, a comparison of the test and simulation results confirms that the loss of sand into the filter layer and the subsidence of the dredged-sea-sand fill were well reproduced by the numerical simulation. |
| abstractGer |
To investigate the behavior of dredged-sea-sand fill compacted inside tide embankments with a damaged geosynthetic mat, centrifugal model tests and numerical simulation were conducted, both considering variations in sea level. The results from the three centrifugal model tests demonstrate that the subsidence of the dredged-sea-sand fill inside tide embankments with a damaged geosynthetic mat was strongly affected by the loss of dredged-sea-sand into the filter layers with large particles and a decrease in the bearing capacity of the filter layers with small particles. In addition, a comparison of the test and simulation results confirms that the loss of sand into the filter layer and the subsidence of the dredged-sea-sand fill were well reproduced by the numerical simulation. |
| abstract_unstemmed |
To investigate the behavior of dredged-sea-sand fill compacted inside tide embankments with a damaged geosynthetic mat, centrifugal model tests and numerical simulation were conducted, both considering variations in sea level. The results from the three centrifugal model tests demonstrate that the subsidence of the dredged-sea-sand fill inside tide embankments with a damaged geosynthetic mat was strongly affected by the loss of dredged-sea-sand into the filter layers with large particles and a decrease in the bearing capacity of the filter layers with small particles. In addition, a comparison of the test and simulation results confirms that the loss of sand into the filter layer and the subsidence of the dredged-sea-sand fill were well reproduced by the numerical simulation. |
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Stability Study of a Tide Embankment Subjected to Sea Level Variations Using Centrifugal Model Tests |
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Kim, Yong-Seong Yoon, Yong-Sun Chang, Dong-Su Choo, Yun Wook Jung, Min-Chul |
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