Undrained monotonic and cyclic behavior of a stiff fissured overconsolidated clay-Reference-Cited by-同舟云学术

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Undrained monotonic and cyclic behavior of a stiff fissured overconsolidated clay

Published:2022-06 Issue: Volume:302 Page:106627
ISSN:0013-7952
Container-title:Engineering Geology
language:en
Short-container-title:Engineering Geology

Author:

Han Jian,Yin Zhen-Yu,Dano Christophe,Hicher Pierre-Yves

Publisher

Elsevier BV

Subject

Geology,Geotechnical Engineering and Engineering Geology

Reference39 articles.

1. Settlement of pile using cone loading test: load settlement curve approach;Ali,2010

2. Properties of soft clay under static and cyclic loading;Andersen,1988

3. Cyclic clay data for foundation design of structures subjected to wave loading;Andersen,2004

4. Bearing capacity for foundation with cyclic loads;Andersen;J. Geotech. Eng.,1988

5. Cyclic and static laboratory tests on Drammen clay;Andersen;J. Geotech. Eng.,1980

Cited by 5 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. Mechanical behavior of a fissured clay subjected to impact loading under the plane strain condition;Soil Dynamics and Earthquake Engineering;2024-08

2. Shear Properties of Fissured Clay with Different Fissure Orientations under Plane Strain Conditions;International Journal of Geomechanics;2024-07

3. Shear-thinning non-Newtonian fluid-based method for investigating cyclic stiffness degradation of marine clay;Ocean Engineering;2024-05

4. Deformation behavior and shear zone evolution characteristics of undisturbed expansive soil with different fissure directions under plane strain condition;ROCK SOIL MECH;2023

5. Centrifuge modelling of an expansive clay profile using artificial fissuring to accelerate swell;Engineering Geology;2023-01

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