Microscopic interpretation of one-dimensional compressibility of granular materials

被引：11
|
作者：
Shen, Chaomin [1 ]
Liu, Sihong [1 ]
Wang, Yishu [1 ]
机构：
[1] Hohai Univ, Coll Water Conservancy & Hydropower Engn, Nanjing 210098, Jiangsu, Peoples R China
来源：
COMPUTERS AND GEOTECHNICS | 2017年 / 91卷
基金：
中国国家自然科学基金;
关键词：
Compressive behaviour; Compression curve equation; Granular material; Discrete-element modelling; Oedometric modulus; Micromechanics; PARTICLE-SIZE DISTRIBUTION; MODEL; ASSEMBLIES; MICROMECHANICS; SOIL; MEDIA; BEHAVIOR; MODULI; STRAIN;
D O I：
10.1016/j.compgeo.2017.07.010
中图分类号：
TP39 [计算机的应用];
学科分类号：
081203 ; 0835 ;
摘要：
The one-dimensional compressibility of granular materials is investigated analytically in the framework of micromechanics and simulated using the discrete element method. The results show that the oedometric modulus can be expressed in terms of the material properties of particles and fabric-related variables. By relating the coordination number to different quantities, two forms of the compression curve equations are discussed. (C) 2017 Elsevier Ltd. All rights reserved.
引用
收藏
页码：161 / 168
页数：8
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