Strength and Deformation of Rockfill Material Based on Large-Scale Triaxial Compression Tests. I: Influences of Density and Pressure-Reference-Cited by-同舟云学术

Strength and Deformation of Rockfill Material Based on Large-Scale Triaxial Compression Tests. I: Influences of Density and Pressure

Published:2014-12 Issue:12 Volume:140 Page:04014070
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Xiao Yang¹,Liu Hanlong²,Chen Yumin³,Jiang Jingshan⁴

Affiliation:

1. Associate Professor, College of Civil Engineering, Chongqing Univ., Chongqing 400450, China; Researcher, College of Civil and Transportation Engineering, Hohai Univ., Nanjing 210098, China.

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

3. Associate Professor, College of Civil and Transportation Engineering, Hohai Univ., Nanjing 210098, China (corresponding author).

4. Lecturer, School of Civil Engineering, Nanjing Institute of Technology, Nanjing 211167, 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.1943-5606.0001176

Reference105 articles.

1. Behavior of Railroad Ballast under Monotonic and Cyclic Loading

2. Effects of loading rate and initial stress state on stress–strain behavior of rock fill materials under monotonic and cyclic loading conditions

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