摘要
该文通过现场岩体节理测量与调查，建立了较为符合实际的岩体结构面几何参数概率模型；运用蒙特卡洛法，生成二维岩体结构面网络图，最后根据网络图，计算了岩体的渗透张量。
By the field measurement and investigation,this paper establishes a rather practically conformable probability model of the geometric parameters of rock mass structural planes. Using Montcarlo method, it generates the two dimensional rock mass structural plane network diagram. Finally,based on the network diagram,it calculates the permeability tensor of the rock mass.
出处
《勘察科学技术》
1998年第3期27-30,共4页
Site Investigation Science and Technology
关键词
露天矿
边坡
岩体结构面
渗透特性
structural plane
probability model
seepage tensor
