河南理工大学学报（自然科学版）2017，Vol.36Issue(3)：131-136,6.DOI:10.16186/j.cnki.1673-9787.2017.03.021
基于离散元理论的土石混合料剪切特性研究
Study shear behavior of soil-rock mixture based on discrete element method
摘要
Abstract
In order to study shear behavior of soil-rock mixture,biaxial models of soil-rock mixture are established by PFC2D based on discrete element method theory to analyz shear behavior of soil-rock mixture with different conditions of load and rock content,and Fourier series is introduced to study distribution law of fabric in strong and weak force chains.The results show that the shear strength and dilatancy behavior of soil-rock mixture increase with the increase of rock content,strong force chains play a vital role to bear axial load,finally frictional angle values of soil-rock mixture with different rock content are confirmed by a series of biaxial test.关键词
土石混合料/离散元/双轴试验/含石量/傅里叶级数Key words
soil-rock mixture/discrete element method/biaxial test/rock content/Fourier series分类
建筑与水利引用本文复制引用
王锋..基于离散元理论的土石混合料剪切特性研究[J].河南理工大学学报（自然科学版）,2017,36(3):131-136,6.基金项目
国家自然科学基金资助项目(51408086) （51408086）
