四川水力发电2001，Vol.20Issue(2)：89-93,5.
溪洛渡水电站拱坝基础综合变模分析
Study on Overall Deformation Modulus for Arch Dam Foundation a t Xiluodu Hydropower Station
摘要
Abstract
Deformation modulus for dam foundation rock must be de termined reasonably when stress in dam is analyzed with arch and cantilever tria l load method .Therefore,in computation of foundation deformation modulus for d ouble curvature arch dam at Xiluodu project,"overall deformation modulus" in f oundation is estimated with two dimensioned finite element method,so influence o f topography and geology on deformation of arch dam foundation is reflected.关键词
溪洛渡水电站/综合变形模量/拱坝基础分类
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周涛..溪洛渡水电站拱坝基础综合变模分析[J].四川水力发电,2001,20(2):89-93,5.
