Dynamic interaction of coral sand-pile-superstructure during earthquakes: 3D numerical simulations-Reference-Cited by-同舟云学术

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Dynamic interaction of coral sand-pile-superstructure during earthquakes: 3D numerical simulations

Published:2022-07-18 Issue: Volume: Page:1-17
ISSN:1064-119X
Container-title:Marine Georesources & Geotechnology
language:en
Short-container-title:Marine Georesources & Geotechnology

Author:

Wu Qi¹²³,Ding Xuanming³⁴,Zhang Yanling³⁴

Affiliation:

1. Institute for Smart City of Chongqing University in Liyang, Chongqing University, Liyang, China

2. School of Resources and Safety Engineering, Chongqing University, Chongqing, China

3. School of Civil Engineering, Chongqing University, Chongqing, China

4. Key Laboratory of New Technology for Construction of Cities in Mountain Area, Chongqing University, Chongqing, China

Funder

National Natural Science Foundation of China

Innovation Group Science Fundation of the Natural Science Fundation of Chongqing

Publisher

Informa UK Limited

Subject

Ocean Engineering,Geotechnical Engineering and Engineering Geology,Oceanography

Link

https://www.tandfonline.com/doi/pdf/10.1080/1064119X.2022.2099328

Reference56 articles.

1. Deformation mechanisms under shallow foundations on liquefiable layers of varying thickness

2. Influence of initial stress distribution on liquefaction-induced settlement of shallow foundations

3. Stiffness degradation and damping of carbonate and silica sands

4. Laboratory study on flow characteristics of liquefied and post-liquefied sand

5. Shear behavior of polyurethane foam adhesive improved calcareous sand under large-scale triaxial test

Cited by 4 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. Novel Explicit Models for Assessing the Frictional Resistance of Pipe Piles Subjected to Seismic Effects;Journal of Safety Science and Resilience;2024-08

2. Data-Driven Prediction of Maximum Settlement in Pipe Piles under Seismic Loads;Journal of Marine Science and Engineering;2024-02-02

3. Pile Driving and the Setup Effect and Underlying Mechanism for Different Pile Types in Calcareous Sand Foundations;Journal of Marine Science and Engineering;2024-01-09

4. Numerical analysis of the influence of granular trench reinforcement of soft clay subgrade on the undrained dynamic response of a railway track;International Journal of Computational Materials Science and Engineering;2023-12-07

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