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Deformation and Strength Characteristics of Structured Clay under Different Stress Paths

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成果类型:
期刊论文
作者:
Li, Lu;Zang, Meng;Zhang, Rong-Tang;Lu, Hai-Jun
通讯作者:
Zang, M.
作者机构:
[Zhang, Rong-Tang; Li, Lu; Zang, Meng; Lu, Hai-Jun] Wuhan Polytech Univ, Sch Civil Engn & Architecture, Wuhan 430023, Peoples R China.
通讯机构:
School of Civil Engineering and Architecture, Wuhan Polytechnic University, Wuhan, China
语种:
英文
期刊:
Mathematical Problems in Engineering
ISSN:
1024-123X
年:
2022
卷:
2022
基金类别:
National Natural Science Foundation of China (NSFC) [11802215]; Scientific Research Foundation of Wuhan Polytechnic University [2017RZ07]
机构署名:
本校为第一机构
院系归属:
土木工程与建筑学院
摘要:
In geotechnical applications such as deep foundation excavation, slope cutting, and tunnel construction, the stress state of the soil subjected to loading or unloading will change and undergo different stress paths with corresponding changes in its mechanical properties. Therefore, a series of comprehensive laboratory tests were conducted on the natural strong structured clay to evaluate the effects of stress paths on the stress-strain, pore water pressure-strain, deformation characteristics, shear strength behaviors, and the microscopic mechan...

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