Mechanical Response of Granite Residual Soil Subjected to Impact Loading-Reference-Cited by-同舟云学术

Mechanical Response of Granite Residual Soil Subjected to Impact Loading

Published:2021-06 Issue:6 Volume:21 Page:
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Liu Xinyu¹,Zhang Xianwei²,Kong Lingwei³,Chen Cheng⁴,Wang Gang⁵

Affiliation:

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

2. Associate Professor, State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan 430071, China (corresponding author).

3. Professor, State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan 430071, 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.

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

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0002055

Reference43 articles.

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3. ASTM. 2017. Standard practice for classification of soils for engineering purposes (unified soil classification system). ASTM D2487-17. West Conshohocken, PA: ASTM.

4. ASTM. 2020. Standard test method for consolidated undrained triaxial compression test for cohesive soils. ASTM D4767-20. West Conshohocken, PA: ASTM.

5. On the compressibility and shear strength of natural clays

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