论文部分内容阅读
研究建立了贯穿节理岩体的三维等效弹性模型 ,考虑了岩体中节理的剪胀效应 ,分析了剪胀系数和节理面倾角对各向异性岩体等效弹性模量的影响 ,编写了节理岩体等效弹性常数实用计算软件 ,可以方便、快捷地对节理岩体的等效性能进行估算
The three-dimensional equivalent elastic model of rock mass through joints was established. Considering the dilatancy effect of joints in rock mass, the effect of dilatancy coefficient and joint dip angle on the equivalent elastic modulus of anisotropic rock mass was analyzed. The equivalent elastic constants of jointed rock mass can be used to calculate the equivalent performance of jointed rock mass easily and quickly