Numerical simulation study on the influence of the ground stress field on the stability of roadways

被引:7
作者
ZHANG Hualei1
机构
基金
中国国家自然科学基金;
关键词
roadway; ground stress field; generalized plane strain; numerical simulation;
D O I
暂无
中图分类号
TD311 [原岩应力];
学科分类号
0819 ;
摘要
We adopt the concept of generalized plane strain to model a roadway in a stress field.This can avoid limitations caused by simplifying the stress analysis as plane strain.FLAC3D was used to investigate the maximum tensile stress and displacement of a roadway in a known stress field for angles,α,between the roadway axial direction and the maximum principal stress of 0°,30°,45°,60° and 90°.This theory was applied to the analysis of an engineering case.The results indicate that stress and displacement of the surrounding rock increase as the angle,α,increases.This provides some significant guidance for a reasonable layout of roadways in a known stress field.
引用
收藏
页码:707 / 711
页数:5
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