| 基于刚体极限平衡法的重力坝深层抗滑稳定分析探讨 |
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| 引用本文： | 张丽萍. 基于刚体极限平衡法的重力坝深层抗滑稳定分析探讨[J]. 中国西部科技, 2011, 10(17): 36-37. DOI: 10.3969/j.issn.1671-6396.2011.17.018 |
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| 作者姓名： | 张丽萍 |
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| 作者单位： | 广东省水利电力规划勘测设计研究院,广东广州,510635 |
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| 摘 要： | 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,本文着重讨论滑块间的作用力夹角及下游剪出角度对安全系数的影响。
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| 关 键 词： | 重力坝 刚体极限平衡法 深层抗滑稳定 |
Discussion on the Deep Sliding Stability of Gravity Dam Base on Rigid Body Limit Balance Method |
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| ZHANG Li-ping. Discussion on the Deep Sliding Stability of Gravity Dam Base on Rigid Body Limit Balance Method[J]. Science and Technology of West China, 2011, 10(17): 36-37. DOI: 10.3969/j.issn.1671-6396.2011.17.018 |
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| Authors: | ZHANG Li-ping |
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| Affiliation: | ZHANG Li-ping(Guangdong Hydropower Planning And Designing Institute,Guangzhou,Guangdong 510635) |
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| Abstract: | The rigid body limit balance method is the main way for analyzing the deep sliding stability of gravity dam.The effects of the force direction between two sliding block and the slip direction on the safety factor were discussed in the article. |
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| Keywords: | Gravity dam Rigid body limit balance method Deep sliding stability |
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