This paper introduces the boundary element method to study the affect of the blanket length for earth-rock dam on the infinite deep pervious foundation on the seepageofdamfoundation.
采用边界元法研究无限深透水地基上土石坝铺盖长度对坝基渗流的影响。
2
Combined with simulation test results ofdamfoundationseepageof Longtouqiao Reservoir, the damfoundationseepage was analysed and the seepage control measures were proposed.
结合龙头桥水库坝基渗流模拟试验成果，对龙头桥水库土坝基础渗流进行了综合分析，并提出了防渗措施。
3
The boundary point method has been applied to solve the problem ofdamfoundationseepage, and its results are compared with the results from finite element method and fissure network method.