| 刚体极限平衡法的重力坝深层抗滑稳定分析 |
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| 引用本文： | 任灏,张丽萍. 刚体极限平衡法的重力坝深层抗滑稳定分析[J]. 山西建筑, 2009, 35(31): 358-359 |
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| 作者姓名： | 任灏 张丽萍 |
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| 作者单位： | 1. 广东省电力设计研究院,广东广州,510663
2. 广东省水利电力勘测设计研究院,广东广州,510000 |
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| 摘 要： | 指出重力坝设计规范规定对重力坝深层抗滑稳定分析以刚体极限平衡法计算为主，着重讨论了滑块间的作用力夹角φ及下游剪出角度对安全系数的影响，从而选择合理的安全系数，以便于工程设计。
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| 关 键 词： | 重力坝 刚体极限平衡法 深层抗滑稳定 |
Gravity dam deep anti-slip stability analysis of the rigid limit balance method |
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| REN Hao,ZHANG Li-ping. Gravity dam deep anti-slip stability analysis of the rigid limit balance method[J]. Shanxi Architecture, 2009, 35(31): 358-359 |
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| Authors: | REN Hao ZHANG Li-ping |
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| Affiliation: | REN Hao ZHANG Li-ping |
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| Abstract: | It points out that the gravity dam design standard regulates that the gravity dam deep anti-slip analysis should take the rigid limit balance method as main body, emphatically discusses influences of the effecting angle between sliders and the downstream shearing angle on the safety coefficient, thus selecting reasonable safety coefficient, so as to easy for project design. |
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| Keywords: | gravity dam rigid limit balance method deep anti-slip stability |
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