Dynamic behavior of kaolin clay under bidirectional cyclic loading for suction bucket foundation-Reference-Cited by-同舟云学术

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Dynamic behavior of kaolin clay under bidirectional cyclic loading for suction bucket foundation

Published:2024-11 Issue: Volume:312 Page:119188
ISSN:0029-8018
Container-title:Ocean Engineering
language:en
Short-container-title:Ocean Engineering

Author:

Zhang Xixin,Kou Hailei,An Zhaotun,Lu Jiaqing,Wang Yongkang

Funder

National Natural Science Foundation of China

Key Technology Research and Development Program of Shandong Province

Taishan Scholar Project of Shandong Province

Taishan Scholar Foundation of Shandong Province

Publisher

Elsevier BV

Reference57 articles.

1. Behavior of monopile foundations under cyclic lateral load;Achmus;Comput. Geotech.,2009

2. Stress-path laboratory tests to characterise the cyclic behaviour of piles driven in sands;Aghakouchak;Soils Found.,2015

3. Cyclic and static laboratory tests on Drammen clay;Andersen;Journal of the Geotechnical Engineering Division,1980

4. Loading frequency effect on stiffness, damping and cyclic strength of modeled rockfill materials;Araei;Soil Dynam. Earthq. Eng.,2012

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