坝基各向异性岩体内渗透力的三维边界元分析
3-Dimensional Boundary Element Analysis of Seepage Force in Anisotropic Rock Mass of Dam Foundation
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摘要: 本文考虑到裂隙岩体透水性的非均质各向异性特点,应用三维边界元计算坝基渗透力。算例表明,坝基岩体各向异性特性对坝基岩体内各点渗透力的大小及分布有一定的影响;坝基排水孔对改善坝底扬压力大小、分布有显著的作用。Abstract: 3-D boundary element analysis of groundwater flow and seepage force in anisotropic Permeability rock mass are discussed. Results of calculation show that the anisotropy of rock mass have a definite effect on the distribution and magnitude of the seepage force in rock mass of dam foundation; and the drainage measurement has significant effect in improving the uplift under dam.