期刊论文

中文

南华大学学报(自然科学版)

1673-0062

2018

32

2

37-42

10.19431/j.cnki.1673-0062.20180611.006

51204098:国家自然科学基金 2018JJ2331:湖南省自然科学基金 2015SK20584:湖南省科技厅重点项目 CX2017B532:湖南省研究生科研创新项目

本校为第一机构

为了研究节理岩体在动静荷载下的裂纹扩展特性,采用室内试验和颗粒离散元程序PFC2D5.0对类节理岩体在动静荷载下的破坏形态进行研究.对比分析不同荷载下节理倾角对破坏形态的影响.结果表明,节理倾角等于45°时为翼裂纹与次生裂纹转变的临界角度值;当倾角小于45°时,新生裂纹主要为翼裂纹,裂纹起裂与岩体破坏主要受张拉应力控制;当倾角大于45°时,新生裂纹主要为次生裂纹.裂纹起裂与岩体破坏主要受剪切应力控制.在冲击荷载下,单节理岩体与双节理岩体的破坏形态类似,都为张拉破坏,主要裂纹形式为翼裂纹.

In order to study the crack propagation characteristics of jointed rock mass under static and dynamic loads,the failure modes of jointed rock mass under dynamic and static loads were studied by laboratory tests and particle discrete element program PFC2 D5.0.The influence of joint inclination angle on failure mode under different loads was analyzed.The results show that the critical angle of the transition between the wing crack and the secondary crack is equal to 45.When the dip angle is less than 45,the new crack is mainly wing crack,crack initiation and rock mass damage are mainly controlle...