Elastoplastic Constitutive Model for Rockfill Materials Considering Particle Breakage-Reference-Cited by-同舟云学术

Elastoplastic Constitutive Model for Rockfill Materials Considering Particle Breakage

Published:2017-01 Issue:1 Volume:17 Page:04016041
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Xiao Yang¹,Liu Hanlong²

Affiliation:

1. Associate Professor, State Key Laboratory of Coal Mine Disaster Dynamics and Control, Chongqing Univ., Chongqing 400030, China; Researcher, Key Laboratory of New Technology for Construction of Cities in Mountain Area, and Associate Professor, School of Civil Engineering, Chongqing Univ., Chongqing 400045, China (corresponding author).

2. Professor and Dean, College of Civil Engineering, Chongqing Univ., Chongqing 400045, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0000681

Reference61 articles.

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3. ASTM. (2012). “Standard test method for density relative density (specific gravity) and absorption of coarse aggregate.” C127-12 West Conshohocken PA.

4. Bounding Surface Plasticity Model for Sands

5. A state parameter for sands

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