Effect of Intermediate Principal-Stress Ratio on Particle Breakage of Rockfill Material-Reference-Cited by-同舟云学术

Effect of Intermediate Principal-Stress Ratio on Particle Breakage of Rockfill Material

Published:2016-04 Issue:4 Volume:142 Page:06015017
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,Desai Chandrakant S.³,Sun Yifei⁴,Liu Hong⁵

Affiliation:

1. 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. Regents’ Professor (Emeritus), Dept. of Civil Engineering and Engineering Mechanics, Univ. of Arizona, Tucson, AZ 85721.

4. Ph.D. Candidate, School of Civil, Mining and Environmental Engineering, Univ. of Wollongong, Wollongong City, NSW 2522, Australia.

5. Ph.D. Candidate, School of Civil Engineering, Chongqing Univ., Chongqing 400450, 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.1943-5606.0001433

Reference20 articles.

1. ASTM. (2006). “Standard practice for classification of soils for engineering purposes (unified soil classification system).” ASTM D2487-06 West Conshohocken PA.

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

3. Breakage mechanics—Part I: Theory

4. Rockfill shear strength evaluation: a rational method based on size effects

5. Effect of particle size and confining pressure on breakage and strength parameters of rockfill materials;Gupta A. K.;Electron. J. Geotech. Eng.,2009

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