Wang, Z, Yang, Y and Yu, H-S (2017) Effects of principal stress rotation on the wave–seabed interactions. Acta Geotechnica, 12 (1). pp. 97-106. ISSN 1861-1125
Abstract
This paper simulates the wave–seabed interactions considering the principal stress rotation (PSR) by using the finite element method. The soil model is developed within the framework of kinematic hardening and the bounding surface concept, and it can properly consider the impact of PSR by treating the PSR generating stress rate independently. The simulation results are compared with centrifuge test results. The comparison indicates that the simulation with the soil model considering the PSR can better reproduce the test results on the development of pore water pressure and liquefaction than the soil model without considering the PSR. It indicates that it is important to consider the PSR impact in simulation of wave–seabed soil interactions.
Metadata
Item Type: | Article |
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Authors/Creators: |
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Copyright, Publisher and Additional Information: | © The Author(s) 2016. This article is published with open access at Springerlink.com. This article is distributed under the terms of the Creative Commons Attribution 4.0 International License (http://crea tivecommons.org/licenses/by/4.0/), which permits unrestricted use, distribution, and reproduction in any medium, provided you give appropriate credit to the original author(s) and the source, provide a link to the Creative Commons license, and indicate if changes were made. |
Keywords: | Liquefaction; Non-coaxiality; Principal stress rotation; Soil elastoplastic model; The finite element method |
Dates: |
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Institution: | The University of Leeds |
Academic Units: | The University of Leeds > Faculty of Engineering & Physical Sciences (Leeds) > School of Civil Engineering (Leeds) |
Depositing User: | Symplectic Publications |
Date Deposited: | 24 Nov 2017 12:15 |
Last Modified: | 23 Jun 2023 22:37 |
Status: | Published |
Publisher: | Springer |
Identification Number: | 10.1007/s11440-016-0450-z |
Open Archives Initiative ID (OAI ID): | oai:eprints.whiterose.ac.uk:122559 |