Undrained cyclic shear strength and stiffness degradation of overconsolidated soft marine clay in simple shear tests-Reference-Cited by-同舟云学术

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Undrained cyclic shear strength and stiffness degradation of overconsolidated soft marine clay in simple shear tests

Published:2022-10 Issue: Volume:262 Page:112270
ISSN:0029-8018
Container-title:Ocean Engineering
language:en
Short-container-title:Ocean Engineering

Author:

Jin Hongxu,Guo Lin,Sun Honglei,Shi Li,Cai Yuanqiang

Funder

Natural Science Foundation of Zhejiang Province

National Natural Science Foundation of China

Publisher

Elsevier BV

Subject

Ocean Engineering,Environmental Engineering

Reference48 articles.

1. Cyclic behaviour of reconstituted and desiccated–rewet thickened gold tailings in simple shear;Al-Tarhouni;Can. Geotech. J.,2011

2. Bearing capacity under cyclic loading — offshore, along the coast, and on land. The 21st Bjerrum Lecture presented in Oslo, 23 November 2007;Andersen;Can. Geotech. J.,2009

3. Cyclic soil parameters for offshore foundation design;Andersen,2015

4. Undrained behaviour of clay under cyclic shear stresses;Ansal;J. Geotech. Eng.,1989

5. Classification of Soils for Engineering Purposes (Unified Soil Classification System),2017

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2. Effect of loading frequency and cyclic stress ratio on undrained cyclic behaviors of clay-structure interface with various overconsolidation ratios;Soil Dynamics and Earthquake Engineering;2024-08

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

4. A novel dual stress/strain-controlled direct simple shear apparatus to study shear strength and shear creep of clay;GEOMECH ENG;2024

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