Influence of Grain Gradation on Permanent Strain of Unbound Granular Materials under Low Confining Pressure and High-Cycle Loading-Reference-Cited by-同舟云学术

Influence of Grain Gradation on Permanent Strain of Unbound Granular Materials under Low Confining Pressure and High-Cycle Loading

Published:2018-03 Issue:3 Volume:18 Page:04017156
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Cai Yuanqiang¹,Chen Jingyu²,Cao Zhigang³,Gu Chuan⁴,Wang Jun⁵

Affiliation:

1. Professor, Research Center of Coastal and Urban Geotechnical Engineering, Zhejiang Univ., Hangzhou 310027, P.R. China; College of Civil Engineering and Architecture, Zhejiang Univ. of Technology, Hangzhou 310014, P.R. China.

2. Ph.D. Student, Research Center of Coastal and Urban Geotechnical Engineering, Ministry of Education, Zhejiang Univ., Hangzhou. 310027, P.R. China.

3. Associate Professor, Research Center of Coastal and Urban Geotechnical Engineering, Zhejiang Univ., Hangzhou 310027, P.R. China (corresponding author).

4. Associate Professor, College of Architecture and Civil Engineering, Wenzhou Univ., Wenzhou 325035, P.R. China.

5. Professor, College of Architecture and Civil Engineering, Wenzhou Univ., Wenzhou 325035, P.R. China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0001054

Reference35 articles.

1. Permanent deformation characteristics of saturated sand under cyclic loading

2. Stiffness degradation and plastic strain accumulation of clay under cyclic load with principal stress rotation and deviatoric stress variation;Cai Y.;J. Geotech. Geoenviron. Eng.,2018

3. Effects of moisture content on the cyclic behavior of crushed tuff aggregates by large-scale tri-axial test

4. Characterisation of permanent deformation behaviour of unbound granular materials under repeated triaxial loading

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