Stress-Dilatancy Relationship of Zipingpu Gravel under Cyclic Loading in Triaxial Stress States-Reference-Cited by-同舟云学术

Stress-Dilatancy Relationship of Zipingpu Gravel under Cyclic Loading in Triaxial Stress States

Published:2016-08 Issue:4 Volume:16 Page:04016001
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Kong Xianjing¹,Liu Jingmao²,Zou Degao³,Liu Huabei⁴

Affiliation:

1. Professor, State Key Laboratory of Coastal and Offshore Engineering, Dalian Univ. of Technology, Dalian 116024, China.

2. Graduate Student, State Key Laboratory of Coastal and Offshore Engineering, Dalian Univ. of Technology, Dalian 116024, China.

3. Professor, State Key Laboratory of Coastal and Offshore Engineering, Dalian Univ. of Technology, Dalian 116024, China (corresponding author).

4. Professor, School of Civil Engineering and Mechanics, Huazhong Univ. of Science and Technology, Wuhan 430074, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0000584

Reference53 articles.

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3. ASTM. (2006b). “Standard test methods for minimum index density and unit weight of soils and calculation of relative density.” D4254-00 West Conshohocken PA.

4. ASTM. (2011). “Standard test method for consolidated drained triaxial compression test for soils.” D7181-11 West Conshohocken PA.

5. Incremental Strain Rate Ratios and Strength of Sand in the Triaxial Test

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