| 大岩淌滑坡稳定性研究 |
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| 引用本文： | 周欣华,饶锡保.大岩淌滑坡稳定性研究[J].长江科学院院报,2000,17(2):41-43. |
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| 作者姓名： | 周欣华 饶锡保 |
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| 作者单位： | 长江科学院,土工研究所,湖北,武汉,430010 |
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| 摘 要： | 大岩淌滑坡的稳定与否直接关系到电站的安全运行 。对其进行了从土样工程特性、计算分析、治理措施等系列研究。在试验基础上结合反演及 地质类比等分析方法提出了强度参数建议值，并经系统计算和可靠度分析，对边坡开挖前后 的稳定性作了定性评价，提出了切实可行的治理方案。
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| 关 键 词： | 大岩淌滑坡 边坡稳定性分析 可靠度分析 治理措施 |
Study on stability of Dayantang Landslide |
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| ZHOU Xin-hua,RAO Xi-bao.Study on stability of Dayantang Landslide[J].Journal of Yangtze River Scientific Research Institute,2000,17(2):41-43. |
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| Authors: | ZHOU Xin-hua RAO Xi-bao |
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| Abstract: | The stability of the Dayantang Landslide is direct related to the safe operation of power station.For studying the stability of Dayantang landslide ,systematic works,including the soil characteristics test, the calculating analysis and the regulation measures,were done.Based on the experimental data,combined with inversive analysis and geological analogy method,the recommended parameter values relating stability were provided.Through systematic calculation and relibility analysis,a qualitative assessment on landslide stability before and after excavation has been given and a feasible treatment scheme was proposed in the light of local conditions. |
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| Keywords: | Dayantang Landslide slope stability analysis reliability analysis treatment scheme |
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