Effects of the fluid-solid interface conditions on the dynamic responses of the saturated seabed during earthquakes-Reference-Cited by-同舟云学术

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Effects of the fluid-solid interface conditions on the dynamic responses of the saturated seabed during earthquakes

Published:2023-02 Issue: Volume:165 Page:107728
ISSN:0267-7261
Container-title:Soil Dynamics and Earthquake Engineering
language:en
Short-container-title:Soil Dynamics and Earthquake Engineering

Author:

Li Jinkai,Shan Zhendong^ORCID,Li Tengda,Jing Liping

Funder

Natural Science Foundation of Heilongjiang Province

National Natural Science Foundation of China

Publisher

Elsevier BV

Subject

Soil Science,Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering

Reference27 articles.

1. General theory of three-dimensional consolidation;Biot;J Appl Phys,1941

2. Theory of elastic waves in a fluid‐saturated porous solid, I. low‐ Frequency range;Biot;Acoust Soc Am,1956

3. Mechanics of deformation and acoustic propagation in porous media;Biot;J Appl Phys,1962

4. On the response of a poro-elastic bed to water waves;Yamamoto;J Fluid Mech,1978

5. Wave-induced pore pressures and effective stresses in inhomogeneous seabed foundations;Yamamoto;Ocean Eng,1981

Cited by 5 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Dynamic response in a transversely isotropic and layered nonlocal poroelastic seabed subjected to vertical P-waves;Ocean Engineering;2024-11

2. Transient Response of an Unsaturated Single-Layer Seabed Subjected to a Vertical Compressional Wave;International Journal of Geomechanics;2024-07

3. Effects of the fluid-porous medium interface on the dynamic response of a nearly saturated seabed under obliquely incident P/SV waves;Soil Dynamics and Earthquake Engineering;2024-07

4. Analytical solution for the seismic response of a nearly saturated sloping seabed: Weak interlayer;Ocean Engineering;2024-05

5. An analytical solution for the dynamic response of a seawater‐sloping seabed‐bedrock system under an oblique incident P wave;International Journal for Numerical and Analytical Methods in Geomechanics;2023-05-16

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