Effects of Particle Size Distribution on Shear Strength of Accumulation Soil-Reference-Cited by-同舟云学术

Effects of Particle Size Distribution on Shear Strength of Accumulation Soil

Published:2013-11 Issue:11 Volume:139 Page:1994-1997
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Wang Jun-Jie¹,Zhang Hui-Ping²,Tang Sheng-Chuan³,Liang Yue⁴

Affiliation:

1. Professor, National Engineering Research Center for Inland Waterway Regulation, Chongqing Jiaotong Univ., Chongqing 400074, People's Republic of China (corresponding author). E-mail address:

2. Senior Experimentalist, Key Laboratory of Hydraulic and Waterway Engineering of the Ministry of Education, Chongqing Jiaotong Univ., Chongqing 400074, People's Republic of China.

3. Research Professor, China Merchants Chongqing Communications Research & Design Institute Co., Ltd., 33 Xuefu Rd., Nan'an District, Chongqing 400067, People's Republic of China.

4. Associate Professor, College of River and Ocean Engineering, Chongqing Jiaotong Univ., Chongqing 400074, People's Republic of 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.1943-5606.0000931

Reference22 articles.

1. Role of interparticle friction and particle-scale elasticity in the shear-strength mechanism of three-dimensional granular media

2. Large-scale triaxial testing and numerical modeling of rounded and angular rockfill materials;Araei A. A.;Sci. Iranica,2009

3. Direct shear testing on a rockfill material;Asadzadeh M.;Arabian J. Sci. Eng.,2009

4. ASTM. (1990). “Standard test method for direct shear test of soils under consolidated drained conditions.” D3080-90 Philadelphia.

5. Azéma E. Estrada N. and Radjaï F. (2012). “Nonlinear effects of particle shape angularity in sheared granular media.” Phys. Rev. E: Stat. Nonlinear Soft Matter Phys. 86(4) 041301.

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