Large-Scale Triaxial Experiments on the Creep Behavior of a Saturated Rockfill Material-Reference-Cited by-同舟云学术

Large-Scale Triaxial Experiments on the Creep Behavior of a Saturated Rockfill Material

Published:2018-07 Issue:7 Volume:144 Page:04018039
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Fu Zhongzhi¹,Chen Shengshui²,Shi Beixiao³

Affiliation:

1. Senior Engineer, Dept. of Geotechnical Engineering, Nanjing Hydraulic Research Institute, 34 Hujuguan Rd., Nanjing 210024, China (corresponding author).

2. Professor, Key Laboratory of Failure Mechanism and Safety Control Techniques of Earth-Rock Dams, Ministry of Water Resource, 223 Guangzhou Rd., Nanjing 210029, China.

3. Senior Engineer, Dept. of Geotechnical Engineering, Nanjing Hydraulic Research Institute, 34 Hujuguan Rd., Nanjing 210024, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GT.1943-5606.0001898

Reference46 articles.

1. Yielding of rockfill in relative humidity-controlled triaxial experiments

2. Evaluation of Time-Dependent Behavior of Soils

3. Stressdilatancy in very loose sand

4. The influence of confining pressure on the shear strength of compacted rockfill

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