A new approximation for pore pressure accumulation in marine sediment due to water waves
The residual mechanism of wave-induced pore water pressure accumulation in marine sediments is re-examined. An analytical approximation is derived using a linear relation for pore pressure generation in cyclic loading, and mistakes in previous solutions (Int. J. Numer. Anal. Methods Geomech. 2001; 2...
Published in: | International Journal for Numerical and Analytical Methods in Geomechanics |
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Language: | English |
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2007
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Online Access: | https://discovery.dundee.ac.uk/en/publications/b8a3bb02-33b6-4878-8658-8da47aa89c4b https://doi.org/10.1002/nag.547 |
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ftunivdundeepure:oai:discovery.dundee.ac.uk:publications/b8a3bb02-33b6-4878-8658-8da47aa89c4b 2024-06-23T07:50:03+00:00 A new approximation for pore pressure accumulation in marine sediment due to water waves Jeng, D. -S. Seymour, B. R. Li, J. 2007 https://discovery.dundee.ac.uk/en/publications/b8a3bb02-33b6-4878-8658-8da47aa89c4b https://doi.org/10.1002/nag.547 eng eng https://discovery.dundee.ac.uk/en/publications/b8a3bb02-33b6-4878-8658-8da47aa89c4b info:eu-repo/semantics/restrictedAccess Jeng , D -S , Seymour , B R & Li , J 2007 , ' A new approximation for pore pressure accumulation in marine sediment due to water waves ' , International Journal for Numerical and Analytical Methods in Geomechanics , vol. 31 , no. 1 , pp. 53-69 . https://doi.org/10.1002/nag.547 Pore pressure accumulation Shear stress Cyclic loading Liquefaction article 2007 ftunivdundeepure https://doi.org/10.1002/nag.547 2024-06-11T14:38:00Z The residual mechanism of wave-induced pore water pressure accumulation in marine sediments is re-examined. An analytical approximation is derived using a linear relation for pore pressure generation in cyclic loading, and mistakes in previous solutions (Int. J. Numer. Anal. Methods Geomech. 2001; 25:885–907; J. Offshore Mech. Arctic Eng. (ASME) 1989; 111(1):1–11) are corrected. A numerical scheme is then employed to solve the case with a non-linear relation for pore pressure generation. Both analytical and numerical solutions are verified with experimental data (Laboratory and field investigation of wave– sediment interaction. Joseph H. Defrees Hydraulics Laboratory, School of Civil and Environmental Engineering, Cornell University, Ithaca, NY, 1983), and provide a better prediction of pore pressure accumulation than the previous solution (J. Offshore Mech. Arctic Eng. (ASME) 1989; 111(1):1–11). The parametric study concludes that the pore pressure accumulation and use of full non-linear relation of pore pressure become more important under the following conditions: (1) large wave amplitude, (2) longer wave period, (3) shallow water, (4) shallow soil and (5) softer soils with a low consolidation coefficient. Article in Journal/Newspaper Arctic Discovery - University of Dundee Online Publications Arctic International Journal for Numerical and Analytical Methods in Geomechanics 31 1 53 69 |
institution |
Open Polar |
collection |
Discovery - University of Dundee Online Publications |
op_collection_id |
ftunivdundeepure |
language |
English |
topic |
Pore pressure accumulation Shear stress Cyclic loading Liquefaction |
spellingShingle |
Pore pressure accumulation Shear stress Cyclic loading Liquefaction Jeng, D. -S. Seymour, B. R. Li, J. A new approximation for pore pressure accumulation in marine sediment due to water waves |
topic_facet |
Pore pressure accumulation Shear stress Cyclic loading Liquefaction |
description |
The residual mechanism of wave-induced pore water pressure accumulation in marine sediments is re-examined. An analytical approximation is derived using a linear relation for pore pressure generation in cyclic loading, and mistakes in previous solutions (Int. J. Numer. Anal. Methods Geomech. 2001; 25:885–907; J. Offshore Mech. Arctic Eng. (ASME) 1989; 111(1):1–11) are corrected. A numerical scheme is then employed to solve the case with a non-linear relation for pore pressure generation. Both analytical and numerical solutions are verified with experimental data (Laboratory and field investigation of wave– sediment interaction. Joseph H. Defrees Hydraulics Laboratory, School of Civil and Environmental Engineering, Cornell University, Ithaca, NY, 1983), and provide a better prediction of pore pressure accumulation than the previous solution (J. Offshore Mech. Arctic Eng. (ASME) 1989; 111(1):1–11). The parametric study concludes that the pore pressure accumulation and use of full non-linear relation of pore pressure become more important under the following conditions: (1) large wave amplitude, (2) longer wave period, (3) shallow water, (4) shallow soil and (5) softer soils with a low consolidation coefficient. |
format |
Article in Journal/Newspaper |
author |
Jeng, D. -S. Seymour, B. R. Li, J. |
author_facet |
Jeng, D. -S. Seymour, B. R. Li, J. |
author_sort |
Jeng, D. -S. |
title |
A new approximation for pore pressure accumulation in marine sediment due to water waves |
title_short |
A new approximation for pore pressure accumulation in marine sediment due to water waves |
title_full |
A new approximation for pore pressure accumulation in marine sediment due to water waves |
title_fullStr |
A new approximation for pore pressure accumulation in marine sediment due to water waves |
title_full_unstemmed |
A new approximation for pore pressure accumulation in marine sediment due to water waves |
title_sort |
new approximation for pore pressure accumulation in marine sediment due to water waves |
publishDate |
2007 |
url |
https://discovery.dundee.ac.uk/en/publications/b8a3bb02-33b6-4878-8658-8da47aa89c4b https://doi.org/10.1002/nag.547 |
geographic |
Arctic |
geographic_facet |
Arctic |
genre |
Arctic |
genre_facet |
Arctic |
op_source |
Jeng , D -S , Seymour , B R & Li , J 2007 , ' A new approximation for pore pressure accumulation in marine sediment due to water waves ' , International Journal for Numerical and Analytical Methods in Geomechanics , vol. 31 , no. 1 , pp. 53-69 . https://doi.org/10.1002/nag.547 |
op_relation |
https://discovery.dundee.ac.uk/en/publications/b8a3bb02-33b6-4878-8658-8da47aa89c4b |
op_rights |
info:eu-repo/semantics/restrictedAccess |
op_doi |
https://doi.org/10.1002/nag.547 |
container_title |
International Journal for Numerical and Analytical Methods in Geomechanics |
container_volume |
31 |
container_issue |
1 |
container_start_page |
53 |
op_container_end_page |
69 |
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1802640814647541760 |