Cyclic softening characteristics of soft clay considering initial shear stress in same or perpendicular direction-Reference-Cited by-同舟云学术

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Cyclic softening characteristics of soft clay considering initial shear stress in same or perpendicular direction

Published:2024-02 Issue: Volume:293 Page:116515
ISSN:0029-8018
Container-title:Ocean Engineering
language:en
Short-container-title:Ocean Engineering

Author:

Wang Jun,Yao Shengnan,Guo Lin,Sun Yilong^ORCID,Fu Hongtao,Gao Ziyang

Publisher

Elsevier BV

Reference43 articles.

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

2. Cyclic Soil Parameters for Offshore Foundation Design;Andersen,2015

3. Direct simple-shear tests on a Norwegian quick clay;Bjerrum;Geotechnique,1966

4. One-way cyclic triaxial behavior of saturated clay: comparison between constant and variable confining pressure;Cai;J. Geotech. Geoenviron. Eng.,2013

5. Stiffness degradation and plastic strain accumulation of clay under cyclic load with principal stress rotation and deviatoric stress variation;Cai;J. Geotech. Geoenviron. Eng.,2018

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. Experimental Study on Cyclic Simple Shear Test of Coastal Tidal Soft Soil;Journal of Marine Science and Engineering;2024-06-25

2. Monotonic Shear Characteristics of K0 Consolidated Soft Clay with a Wide Range of Over-Consolidation Ratio;2024

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