Impacts of Drained Conditions and Degree of Reconsolidation on Postcyclic Mechanical Behaviors of Laterite Clay

Author:

Huang Juehao1,Chen Jian2,Song Dingfeng3,Zhong Yu4,Fu Xiaodong5,Yan Xiaoling6

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 (corresponding author).

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. Senior Engineer, China State Construction International Investments(Hubei) Limited, Wuhan 430000, China; Senior Engineer, China State Construction International Holdings Limited, Hong Kong 999077, China.

4. Senior Engineer, Wuhan Metro Group Co. Ltd, Wuhan 430070, China.

5. 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.

6. Master’s Candidate, School of Civil Engineering and Architecture, Wuhan Polytechnic Univ., Wuhan 430023, China; Master Candidate, State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan 430071, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

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