摘要
利用剪切试验装置，进行了岩体异性结构面在不同粗糙度、不同正应力下的剪切试验研究。
In this paper,with shear device, shear test of discontinuties with different rockproporties in rock mass under various surface roughness and different normal stress is investigated,the com mon shear strangth criterion of discontin uties is set up as follows.
出处
《重庆大学学报（自然科学版）》
CAS
CSCD
1994年第2期105-110,共6页
Journal of Chongqing University
关键词
岩体
结构面
抗剪强度准则
rock mass
discontinuties
shear strength
