| 采用蒙特卡洛法研究百色水利枢纽主坝坝基深层抗滑稳定 |
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| 引用本文： | 黄开华.采用蒙特卡洛法研究百色水利枢纽主坝坝基深层抗滑稳定[J].广西水利水电,2009(4):5-8,33. |
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| 作者姓名： | 黄开华 |
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| 作者单位： | 广西水利厅技术中心,广西,南宁,530023 |
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| 摘 要： | 百色水利枢纽工程ROC主坝高132m，本次研究是基于主坝溢流坝段、右岸挡水坝段坝基的软弱带和节理裂隙面的分布情况，分析确定合理的坝基失稳模式，建立正确的坝基稳定功能函数和极限状态方程，采用蒙特卡洛法研究坝基深层抗滑稳定的失效概率和可靠度。
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| 关 键 词： | 蒙特卡洛法 研究 坝基 深层抗滑稳定 |
Analyze main dam foundation deep slide stability with Monte Carlo method for Baise Multipurpose Dam Project |
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| HUANG Kai-hua.Analyze main dam foundation deep slide stability with Monte Carlo method for Baise Multipurpose Dam Project[J].Gx Water Resources & Hydropower Engineering,2009(4):5-8,33. |
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| Authors: | HUANG Kai-hua |
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| Affiliation: | HUANG Kai-hua (Technology Center of Guangxi Water Resources Department, Nanning 530023, China) |
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| Abstract: | The main dam of Baise Multipurpose Dam Project has a height of 132m. Based on the distribution of soft belts and joint fissure plane at the foundation of overflow dam segment and right water retaining dam segment, analysis was made on the dam foundation stability failure modes; correct dam foundation stability function and limit state equation were set up; and Monte Carlo method was adopted to study the failure probability and reliability of dam foundation deep slide stability. |
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| Keywords: | Monte Carlo method study dam foundation deep slide stability |
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