| 水电站船闸边坡稳定性分析及可靠度评价 |
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| 引用本文： | 高谦,王思敬.水电站船闸边坡稳定性分析及可靠度评价[J].水文地质工程地质,1993,20(5):5-9. |
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| 作者姓名： | 高谦 王思敬 |
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| 作者单位： | 北京科技大学，中国科学院地质研究所 北京 100083，北京 100029 |
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| 摘 要： | 考虑到边坡工程涉及到众多的不确定性因素,本文提出一种岩质边坡稳定性分析及可靠度评价方法。此方法包括地质勘探和试验规划、地质和力学模型的研究、确定初始边坡设计方案、边坡稳定性分析及稳定性可靠度评价,此方法已应用于龙滩水电站船闸高边坡的稳定性分析,据此提出边坡的设计方案为工程单位采用。
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| 关 键 词： | 岩质边坡 稳定可靠度 工程设计 |
Stability analysis and reliability estimation of the ship lock slope for Longtan hydroelectric power station. |
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| Gao Qian et al.Stability analysis and reliability estimation of the ship lock slope for Longtan hydroelectric power station.[J].Hydrogeology and Engineering Geology,1993,20(5):5-9. |
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| Authors: | Gao Qian |
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| Institution: | Gao Qian et al |
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| Abstract: | A method of stability analisis and reliability estimation of a rock slope for Lngtan hydroelectric power station is proposed in this paper, in consideration of indeterminate factor in rock engineering. The method deals with geological investigation and test plan, the study of geological and mechanical models, the choice of an initial slope profile and reliability analysis of the slope stability. The results of the studies have been used in the design of the ship lock slope for Longtan hydroelectric power station. |
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| Keywords: | rock slope stability reliability project design |
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