| 百色水利枢纽大坝应力应变分析 |
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| 引用本文： | 廖俊刚 张小飞. 百色水利枢纽大坝应力应变分析[J]. 红水河, 1997, 16(2): 15-20 |
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| 作者姓名： | 廖俊刚 张小飞 |
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| 作者单位： | 广西水利电力勘测设计研究院 |
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| 摘 要： | 百色大坝为全断面碾压混凝土重力坝，最大坝高１３０ｍ，长７００ｍ，大坝地基地质条件复杂，初步设计阶段采用平面或空间有限元法对各种设计工况及假定的极端不利工况进行应力应变分析。分析计算成果表明，大坝是安全的。对坝基上游蚀变带作柔性防护处理比作刚性补强处理有利。
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| 关 键 词： | 碾压混凝土 重力坝 应力场 位移场 大坝 |
Strain and Stress Analysis for the Dam of Baise Hydroproject |
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| Liao Jungang Zhang Xiaofei. Strain and Stress Analysis for the Dam of Baise Hydroproject[J]. Hongshui River, 1997, 16(2): 15-20 |
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| Authors: | Liao Jungang Zhang Xiaofei |
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| Affiliation: | Guangxi Institute of Water Resourses & Electric Power |
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| Abstract: | This paper investigates the strain and stress analysis for the Baise RCC gravity dam According to study and evaluation for the results,The dam whose height is 130m is safe |
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| Keywords: | RCC gravity dam stress field displacement field finite element analysis Baise hydroproject |
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