摘要
本文通过对层状复合岩石和单一岩石单轴压缩试验结果的综合分析,指出了两者的力学性质存在明显差异,并进一步说明了产生这种差异性的主要原因是层状岩石交界层面处的粘结约束效应。试验结果对工程实际具有一定的指导意义。
Acwrding to the comprehensive analy sis of the one - dimensional compressive test of composite layer rock and single rock,It is put forword that their mechanical properties have difference in this paper,and the main cause producing the difference is binding effect in the boundary surface of iayer composite rock is further explained. The results of test is certain guide significance for engineering reality.
出处
《阜阳师范学院学报（自然科学版）》
1997年第4期9-11,共3页
Journal of Fuyang Normal University(Natural Science)
关键词
层状岩石
力学性质
粘结约束效应
岩石
composite layer rock
mechanical property
binding effect.
