摘要
利用非连续介质裂隙网络渗流数值分析方法结合工程地质勘察方法 ,对石砭峪供水洞进行裂隙网络渗流分析。在求知渗流量后 ,确定出渗透压力 ;在考虑渗透压力作用下 ,建立了对供水洞岩体变形性影响的数值计算模型。该项研究可用于实际工程岩体的稳定性评价 。
Numerical analyzing method of non continuum seepage in fractured network in combining with the method of engineering geology survey is used to analyze the seepage in the network of fractured rock mass around the Shibianyu water supply holes.Based on the calculated quantity of seepage,the seepage pressure can be worked out,and then the numerical calculating model of the deformation of the rock mass around the holes can be established.The conclusions in this paper can be used to evaluate the stability of engineering rock mass and are of great importance in guiding engineering construction.
出处
《西安理工大学学报》
CAS
2001年第4期366-369,共4页
Journal of Xi'an University of Technology
基金
国家自然科学基金项目 (1 0 1 72 0 71 )
