罗山金矿节理岩体强度的PFC^(3D)模拟及其应用  

PFC^(3D) Simulation of the Strength Parameters for Jointed Rock Mass in Gold Ore of Luoshan and Its Applications

作　　者：赵国彦[1] 戴兵[1] 董陇军[1] 

机构地区：[1]中南大学资源与安全工程学院,长沙410083

出　　处：《科技导报》2011年第33期36-41,共6页Science & Technology Review

基　　金：国家重点基础研究发展计划(973计划)项目(2007CB209402);国家重点实验室开放基金项目(SKLGDUEK0906)

摘　　要：采用PFC3D数值模拟方法模拟在抗拉、抗压试验下不同倾角层理面的岩体的破坏过程,从颗粒的位移和速度分布等方面出发,阐述了节理岩体的破坏机理,并与实验室条件下获得的节理岩体强度和变形特性进行比较和分析。结果表明,单轴抗压强度在0—60°范围内随倾角α的增加而减小,在60°—90°范围内随倾角的增大而增大;单轴抗拉强度在0—90°范围内随倾角α的增加而减小。数值模拟得到的数据与实验测试得到的数据较吻合,为实际工程中节理岩体力学参数的确定提供了一种新的渠道。The failure process of ruck mass with different angle beddings in compression and tensile tests was simulated by using PFC3D numerical simulation. According to the displaeement and speed distribution of the particles, the failure mechanism of rock joints is put forward, and the strength and deformation characteristics of jointed rock masses are compared with that under the laboratory conditions. The results show that the uniaxial compressive strength first decreases with the increase of angle beddings in the range of 0-60° and then increases with the increase of angle beddings in the range of 60°- 90°; the tensile strength decreases with the increase of angle beddings in the range of 0-90°. The results of the PFC3D numerical simulation are in perfect agreement with the test results, and provide a new way for the determination of the strength parameters of jointed rock masses in practical engineering.

关 键 词：PFC3D 节理岩体 力学参数 节理面倾角 

分 类 号：TU452[建筑科学—岩土工程]