| 清江水布垭电站坝后重大滑坡稳定性研究 |
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| 引用本文： | 王世梅,蔡德所,杨耀.清江水布垭电站坝后重大滑坡稳定性研究[J].三峡大学学报(自然科学版),2000,22(3). |
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| 作者姓名： | 王世梅 蔡德所 杨耀 |
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| 作者单位： | 武汉水利电力大学建筑工程系 |
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| 摘 要： | 对位于清江水布垭水电站坝后、直接影响大坝等建筑物的大岩淌、马岩湾及台子上 3个重大滑坡 ,进行了滑坡稳定性影响因子的敏感度分析与计算和滑坡稳定安全系数的分析与计算 敏感度计算是通过安全系数对各影响因子求偏导数而求得的 ,安全系数的计算分别采用sarma法、jianbu法、push法 3种方法并相互验证计算结果 ,还对滑带土强度参数进行了反演计算 ,根据计算结果提出了滑坡治理的建设性建议
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| 关 键 词： | 滑坡稳定性 敏感度 安全系数 反演计算 |
Study on Stability of Important Landslides in Shuibuya Hydropower Station |
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| Wang Shimei,Cai Desuo,Yang Yao.Study on Stability of Important Landslides in Shuibuya Hydropower Station[J].Journal of China Three Gorges University(Natural Sciences),2000,22(3). |
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| Authors: | Wang Shimei Cai Desuo Yang Yao |
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| Institution: | Dept. of Architectural Engineering |
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| Abstract: | According to the limited balance method of rigid body, the stability of Dayantang, Mayanwan and Taizishang landslides in head of Shuibuya hydropower station at the Qingjiang River, has been analyzed and calculated from the two aspects, i.e. susceptibility of influence factors and safety coefficients. The calculation of susceptibility is obtained by means of gaining the local derivatives of the safety factors to each influence factor. The calculation of the safety factors is used sarma method, jianbu method and push method respectively. In addition, the strength parameters of soils in the landslide zone are calculated with anti-evolutionary way. According to the conclusion of calculation, some constructive proposals about the landslide control are put forward. |
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| Keywords: | landslide stability susceptibility safety factor anti_evolutionary calculation |
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