Effects of principal stress rotation on the wave–seabed interactions

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 t...

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Main Authors: Wang, Zhe, Yang, Yunming, Yu, Hai-Sui
Format: Article
Language:English
Published: Springer Verlag 2016
Subjects:
Online Access:https://eprints.nottingham.ac.uk/53293/
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author Wang, Zhe
Yang, Yunming
Yu, Hai-Sui
author_facet Wang, Zhe
Yang, Yunming
Yu, Hai-Sui
author_sort Wang, Zhe
building Nottingham Research Data Repository
collection Online Access
description 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.
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spelling nottingham-532932018-08-13T03:52:46Z https://eprints.nottingham.ac.uk/53293/ Effects of principal stress rotation on the wave–seabed interactions Wang, Zhe Yang, Yunming Yu, Hai-Sui 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. Springer Verlag 2016-02-31 Article PeerReviewed application/pdf en cc_by https://eprints.nottingham.ac.uk/53293/1/10.1007_s11440-016-0450-z.pdf Wang, Zhe, Yang, Yunming and Yu, Hai-Sui (2016) Effects of principal stress rotation on the wave–seabed interactions. Acta Geotechnica, 12 (1). pp. 97-106. ISSN 1861-1133 Liquefaction; Non-coaxiality; Principal stress rotation; Soil elastoplastic model; The finite element method https://link.springer.com/article/10.1007%2Fs11440-016-0450-z doi:10.1007/s11440-016-0450-z doi:10.1007/s11440-016-0450-z
spellingShingle Liquefaction; Non-coaxiality; Principal stress rotation; Soil elastoplastic model; The finite element method
Wang, Zhe
Yang, Yunming
Yu, Hai-Sui
Effects of principal stress rotation on the wave–seabed interactions
title Effects of principal stress rotation on the wave–seabed interactions
title_full Effects of principal stress rotation on the wave–seabed interactions
title_fullStr Effects of principal stress rotation on the wave–seabed interactions
title_full_unstemmed Effects of principal stress rotation on the wave–seabed interactions
title_short Effects of principal stress rotation on the wave–seabed interactions
title_sort effects of principal stress rotation on the wave–seabed interactions
topic Liquefaction; Non-coaxiality; Principal stress rotation; Soil elastoplastic model; The finite element method
url https://eprints.nottingham.ac.uk/53293/
https://eprints.nottingham.ac.uk/53293/
https://eprints.nottingham.ac.uk/53293/