Dynamic Behaviors of Overconsolidated Clay under Cyclic Confining Pressure-Reference-Cited by-同舟云学术

Dynamic Behaviors of Overconsolidated Clay under Cyclic Confining Pressure

Published:2022-11 Issue:11 Volume:22 Page:
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Huang Juehao¹,Chen Jian²,Yu Song³,Fu Xiaodong⁴,Zhang Guochao⁵,Tian Ning⁶

Affiliation:

1. Assistant Professor, State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan 430071, China; Assistant Professor, School of Engineering Science, Univ. of Chinese Academy of Sciences, Beijing 100049, China; Assistant Professor, Hubei Key Laboratory of Geo-Environmental Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan 430071, China; Assistant Professor, State Key Laboratory of...

2. Professor, State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan 430071, China; Professor, School of Engineering Science, Univ. of Chinese Academy of Sciences, Beijing 100049, China; Professor, Hubei Key Laboratory of Geo-Environmental Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan 430071, China; Professor, State Key Laboratory of Geomechanics and Geotechnical Engineering,...

3. Professor Level Senior Engineer, China Railway Major Bridge Reconnaissance & Design Institute Co., Ltd., Wuhan 430050, China.

4. Associate Professor, State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan 430071, China; Associate Professor, School of Engineering Science, Univ. of Chinese Academy of Sciences, Beijing 100049, China.

5. Senior Engineer, China Railway Major Bridge Reconnaissance & Design Institute Co., Ltd., Wuhan 430050, China.

6. Ph.D. Candidate, State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan 430071, China; Ph.D. Candidate, School of Engineering Science, Univ. of Chinese Academy of Sciences, Beijing 100049, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

https://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0002566

Reference38 articles.

1. ASTM. 2017. Standard practice for classification of soils for engineering purposes (unified soil classification system). ASTM D2487. West Conshohocken, PA: ASTM.

2. One-Way Cyclic Triaxial Behavior of Saturated Clay: Comparison between Constant and Variable Confining Pressure

3. Behavior of Amorphous Peaty Soil under Long-Term Cyclic Loading

4. Effects of water content on resilient modulus of a granular material with high fines content

5. New Model for Predicting Permanent Strain of Granular Materials in Embankment Subjected to Low Cyclic Loadings

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