Single-particle crushing test and numerical simulation of coarse
grained soil based on size effect
MENG Min-qiang1, WANG Lei1, JIANG Xiang1, WANG Cheng-gui1, LIU Han-long1, 2, 3, XIAO Yang1, 2, 3, 4
1. School of Civil Engineering, Chongqing University, Chongqing 400045, China
2. Key Laboratory of New Technology for Construction of Cities in Mountain Area, Chongqing University, Chongqing 400045, China
3. National Joint Engineering Research Center of Geohazards Prevention in the Reservoir Areas (Chongqing), Chongqing 400045, China
4. State Key Laboratory for Geomechanics & Deep Underground Engineering, China University of Mining & Technology, Xuzhou, Jiangsu 221116, China
Online:2020-09-11
Published:2021-02-08
Contact:
XIAO Yang, male, born in 1982, PhD, Professor, mainly engaged in the research on the mechanical features and constitutive model of coarse-grained soil. E-mail: hhuxyanson@163.com
E-mail: mengmq19911206@163.com
About author:MENG Min-qiang, male, born in 1991, PhD candidate, mainly engaged in the research on particle crushing characteristics of coarse-grained soil.
Supported by:
the National Natural Science Foundation of China(51922024, 51509024); the Fundamental Research Funds for the Central Universities (2019CDXYTM0033) and the State Key Laboratory for Geomechanics & Deep Underground Engineering, China University of Mining & Technology (SKLGDUEK1810).
MENG Min-qiang, WANG Lei, JIANG Xiang, WANG Cheng-gui, LIU Han-long, XIAO Yang, . Single-particle crushing test and numerical simulation of coarse
grained soil based on size effect[J]. Rock and Soil Mechanics, 2020, 41(9): 2953-2962.