Strength and Dilatancy Behaviors of Dense Modeled Rockfill Material in General Stress Space-Reference-Cited by-同舟云学术

Strength and Dilatancy Behaviors of Dense Modeled Rockfill Material in General Stress Space

Published:2016-10 Issue:5 Volume:16 Page:04016015
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Xiao Yang¹,Liu Hanlong²,Liu Hong³,Chen Yumin⁴,Zhang Wengang⁵

Affiliation:

1. Researcher, State Key Laboratory of Coal Mine Disaster Dynamics and Control, Chongqing Univ., Chongqing 400030, China; Associate Professor, School of Civil Engineering, Chongqing Univ., Chongqing, 400450, China; Researcher, College of Civil and Transportation Engineering, Hohai Univ., Nanjing 210098, China (corresponding author).

2. Professor and Chair, School of Civil Engineering, Chongqing Univ., Chongqing 400450, China.

3. Ph.D. Candidate, School of Civil Engineering, Chongqing Univ., Chongqing 400450, China.

4. Associate Professor, College of Civil Engineering and Transportation, Hohai Univ., Nanjing 210098, China.

5. Researcher, School of Civil and Environmental Engineering, Nanyang Technological Univ., 50 Nanyang Ave., Singapore 639798.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0000645

Reference59 articles.

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4. ASTM. (2010a). “Standard test method for compressive strength and elastic moduli of intact rock core specimens under varying states of stress and temperatures.” D7012-10 West Conshohocken PA.

5. ASTM. (2010b). “Standard test method for flat particles elongated particles or flat and elongated particles in coarse aggregate.” D4791-10 West Conshohocken PA.

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