| 百色水利枢纽重力坝稳定和应力分析 |
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| 引用本文： | 廖俊刚.百色水利枢纽重力坝稳定和应力分析[J].红水河,2000,19(3):52-55. |
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| 作者姓名： | 廖俊刚 |
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| 作者单位： | 广西水利电力勘测设计研究院!广西南宁530023 |
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| 摘 要： | 百色水利枢纽重力坝ＲＣＣ由采用灰岩骨料改为采用辉绿岩骨料,重度由２４ｋＮ／ｍ＾３增加到２５ｋＮ／ｍ＾３。非溢流坝段坝顶宽由１２ｍ改为１０ｍ,下游面坡率由１：０．７７改为１：０．７５,同等荷载组合条件下对最高坝块的稳定和应力应变分析研究成果表明,修改后的坝断须抗滑稳定安全系数略有提高,应力状况仍然良好,尚可较原来减少２．８％的断面面积和２．２２％的坝底宽度以及相应的坝体混凝一和坝基开挖量。
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| 关 键 词： | 重力坝 稳定 应力 应变 有限元分析 水利枢纽 |
| 修稿时间： | 2000-02-02 |
Stability and Stress Analysis for the Gravity Dam of Baise Project |
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| LIAO Jun_gang.Stability and Stress Analysis for the Gravity Dam of Baise Project[J].Hongshui River,2000,19(3):52-55. |
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| Authors: | LIAO Jun_gang |
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| Abstract: | The stability and stress of two sections for the gravity dam of Baise project are analyzed with the method of material mechanics,the finite element method and the equivalent method of material mechanics. The results indicate that the modified dam section is safe and economical,and the upstream slope of the section is required or else the area of the dam section increase 6.34%. |
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| Keywords: | gravity dam stability stress_strain finite element analysis Baise project |
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