Experimental Study on Loading-Creep Coupling Effect in Rockfill Material-Reference-Cited by-同舟云学术

Experimental Study on Loading-Creep Coupling Effect in Rockfill Material

Published:2017-09 Issue:9 Volume:17 Page:04017059
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Zhang Bingyin¹,Chen Tao²,Peng Chong³,Qian Xiaoxiang⁴,Jie Yuxin⁵

Affiliation:

1. Professor, State Key Laboratory of Hydroscience and Engineering, Tsinghua Univ., Beijing 100084, China; Sanjiangyuan Collaborative Innovation Center, Qinghai Univ., Xi’ning 810016, China.

2. Ph.D. Student, State Key Laboratory of Hydroscience and Engineering, Tsinghua Univ., Beijing 100084, China.

3. Researcher, Institut für Geotechnik, Univ. für Bodenkultur, Feistmantelstrasse 4, A-1180 Vienna, Austria (corresponding author).

4. Engineer, Beijing Rail and Transit Design & Research Institute Co. Ltd., Beijing 100068, China.

5. Professor, State Key Laboratory of Hydroscience and Engineering, Tsinghua Univ., Beijing 100084, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0000938

Reference28 articles.

1. Evaluation of Time-Dependent Behavior of Soils

2. Laboratory Compression Tests and the Deformation of Rockfill Structures

3. Factors Affecting the Creep Behavior of Grouted Sand

4. Rockfill Modulus and Settlement of Concrete Face Rockfill Dams

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