| 溪洛渡水电站拱坝基础综合变模分析 |
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| 引用本文： | 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 |
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| 作者姓名： | 周涛 |
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| 作者单位： | 国家电力公司成都勘测设计研究院, |
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| 摘 要： | 在拱梁分载法坝体应力分析时，需要合理确定坝基岩体的变形模量值，为此，在溪洛渡水电站双曲拱坝的坝基变形模量计算中采用平面有限元法计算地基的“综合变形模量”，从而反映实际地形地质条件对拱 坝基变形形的影响。
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| 关 键 词： | 溪洛渡水电站 拱坝 坝基岩体 变形模量值 |
| 文章编号： | 1001-2184(2001)02-0089-05 |
| 修稿时间： | 1999-11-13 |
Study on OverallDeformation Modulus for Arch Dam Foundation a t Xiluodu Hydropower Station |
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| ZHOU Tao. Study on OverallDeformation Modulus for Arch Dam Foundation a t Xiluodu Hydropower Station[J]. Sichuan Water Power, 2001, 20(2): 89-93 |
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| Authors: | ZHOU Tao |
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| 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. |
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| Keywords: | Xiluodu hydropower station overall deformation modulus arch dam foundation |
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