Effects of Principal Stress Rotation on the Fluid-Induced Soil Response in a Porous Seabed

Principal stress rotation (PSR) is an important feature for describing the stress status of marine sediments subject to cyclic loading. In this study, a one-way coupled numerical model that combines the fluid model (for wave–current interactions) and the soil model (including the effect of PSR) was...

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Published inJournal of marine science and engineering Vol. 7; no. 5; p. 123
Main Authors Li, Zhengxu, Jeng, Dong-Sheng, Zhu, Jian-Feng, Zhao, Hongyi
Format Journal Article
LanguageEnglish
Published Basel MDPI AG 01.05.2019
Subjects
Approximation
Cyclic loading
Cyclic loads
dynamic loading
Earthquakes
Finite element method
Infrastructure
Investigations
Liquefaction
Marine sediments
Mathematical models
Numerical models
Ocean floor
Permeability
Pipelines
Principal stress rotation
Rotating fluids
Rotation
seabed liquefaction
Sediments
Shear tests
Soil
Soil porosity
Soils
wave (current)-induced soil response
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Abstract Principal stress rotation (PSR) is an important feature for describing the stress status of marine sediments subject to cyclic loading. In this study, a one-way coupled numerical model that combines the fluid model (for wave–current interactions) and the soil model (including the effect of PSR) was established. Then, the proposed model was incorporated into the finite element analysis procedure DIANA-SWANDYNE II with PSR effects incorporated and further validated by the experimental data available in the literature. Finally, the impact of PSR on the pore-water pressures and the resultant seabed liquefaction were investigated using the numerical model, and it was found that PSR had a significant influence on the seabed response to combined wave and current loading.
AbstractList Principal stress rotation (PSR) is an important feature for describing the stress status of marine sediments subject to cyclic loading. In this study, a one-way coupled numerical model that combines the fluid model (for wave−current interactions) and the soil model (including the effect of PSR) was established. Then, the proposed model was incorporated into the finite element analysis procedure DIANA-SWANDYNE II with PSR effects incorporated and further validated by the experimental data available in the literature. Finally, the impact of PSR on the pore-water pressures and the resultant seabed liquefaction were investigated using the numerical model, and it was found that PSR had a significant influence on the seabed response to combined wave and current loading.
Principal stress rotation (PSR) is an important feature for describing the stress status of marine sediments subject to cyclic loading. In this study, a one-way coupled numerical model that combines the fluid model (for wave–current interactions) and the soil model (including the effect of PSR) was established. Then, the proposed model was incorporated into the finite element analysis procedure DIANA-SWANDYNE II with PSR effects incorporated and further validated by the experimental data available in the literature. Finally, the impact of PSR on the pore-water pressures and the resultant seabed liquefaction were investigated using the numerical model, and it was found that PSR had a significant influence on the seabed response to combined wave and current loading.
Author Jeng, Dong-Sheng
Li, Zhengxu
Zhao, Hongyi
Zhu, Jian-Feng
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CitedBy_id crossref_primary_10_3390_jmse8121011
crossref_primary_10_1007_s11802_023_5076_9
crossref_primary_10_1016_j_soildyn_2020_106242
crossref_primary_10_3390_jmse7100369
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Snippet Principal stress rotation (PSR) is an important feature for describing the stress status of marine sediments subject to cyclic loading. In this study, a...
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StartPage 123
SubjectTerms Approximation
Cyclic loading
Cyclic loads
dynamic loading
Earthquakes
Finite element method
Infrastructure
Investigations
Liquefaction
Marine sediments
Mathematical models
Numerical models
Ocean floor
Permeability
Pipelines
Principal stress rotation
Rotating fluids
Rotation
seabed liquefaction
Sediments
Shear tests
Soil
Soil porosity
Soils
wave (current)-induced soil response
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Title Effects of Principal Stress Rotation on the Fluid-Induced Soil Response in a Porous Seabed
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https://doaj.org/article/0d5fc22615c24b5094d5de0d3f19b87d
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