工程地质学报2001，Vol.9Issue(1)：24-28,5.
作用在岩体裂隙网络中的渗透力分析
ANALYSIS OF SEEPAGE FORCES EXERTED ON FRACTURE NETWORK OF ROCK MASS
摘要
Abstract
Based on the characteristics of seepage in fracture network of rock mas s, two forces the normal seepage pressure and the tangent force applied to the fracture walls are studied. The equivalent node forces of joint element are deduced under the two-dimensional and three-dimensional co ndit ions. An example shows the effect of seepage in fracture network on the stress o f rock mass. It comes to the conclusions that seepage forces in fracture network of rock mass decrease the compressive stress of rock mass above the fractures and increase the compressive stress of rock mass below the fractures (10.53%). The forces increase the tensile stress of rock mass (9.09%), and increase th e shear stress of rock mass (23.75%).关键词
裂隙网络/渗透静水压力/渗透动水压力/应力分类
天文与地球科学引用本文复制引用
仵彦卿,柴军瑞..作用在岩体裂隙网络中的渗透力分析[J].工程地质学报,2001,9(1):24-28,5.基金项目
中国科学院院长基金特别支持和陕西省自然科学研究计划项目 （）
