Dynamic response of pipelines buried in clay-over-sand sloping seabed under wave loading-Reference-Cited by-同舟云学术

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Dynamic response of pipelines buried in clay-over-sand sloping seabed under wave loading

Published:2024-08 Issue: Volume:149 Page:104070
ISSN:0141-1187
Container-title:Applied Ocean Research
language:en
Short-container-title:Applied Ocean Research

Author:

Xu Ling-Yu^ORCID,Wang Lei^ORCID,Zhang Jie,Chen Wei-Yun,Liu Guo-Zheng^ORCID,Cai Fei,Wang Jun,Chen Guo-Xing

Publisher

Elsevier BV

Reference40 articles.

1. Theory of propagation of elastic waves in a fluid-saturated porous solid. ii. higher frequency range;Biot;J. Acoust. Soc. Am.,1956

2. Effects of siltation and desiltation on the wave-induced stability of foundation trench of immersed tunnel;Chen;Soil Dyn. Earthq. Eng.,2022

3. Simple plasticity sand model accounting for fabric change effects;Dafalias;J. Eng. Mech.,2004

4. Guidelines for Pipeline On-Bottom Stability on Liquefied Noncohesive Seabeds;Damgaard;J. Waterw. Port, Coast. Ocean Eng.,2006

5. Flowability of saturated sands under cyclic loading and the viscous fluid flow failure criterion for liquefaction triggering;Gao;J. Geotechn. Geoenvironm. Eng.,2024

Cited by 2 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. Wave-induced liquefaction analysis of mildly sloping sandy seabed;Soil Dynamics and Earthquake Engineering;2024-10

2. A numerical model for assessing the effect of low clay content on wave-induced seabed liquefaction;Construction and Building Materials;2024-10

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