| 节理岩体陡倾高边坡抗滑稳定性研究 |
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| 引用本文： | 韩守都,王玉杰,徐佳成.节理岩体陡倾高边坡抗滑稳定性研究[J].水力发电,2012,38(2):19-21,46. |
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| 作者姓名： | 韩守都 王玉杰 徐佳成 |
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| 作者单位： | 1. 新疆水利水电勘测设计研究院,新疆乌鲁木齐,830000
2. 中国水利水电科学研究院岩土工程研究所,北京,100048 |
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| 摘 要： | 在分析岩体节理裂隙发育的陡倾高边坡的抗滑稳定性时,滑移模式的确定和计算方法的选择是非常重要的。以吉林台一级水电站联合进水口引渠左侧边坡的抗滑稳定性计算为例,在对岩体结构面的几何特征进行系统统计分析的基础上,探讨了边坡的失稳模式,并用Sarma法对该边坡进行了稳定性复核。
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| 关 键 词： | 岩质高边坡 节理岩体 网络模拟 Sarma法 |
Study on the Stability of High Steep Jointed Rock Slope |
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| Han Shoudu
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Wang Yujie
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Xu Jiacheng.Study on the Stability of High Steep Jointed Rock Slope[J].Water Power,2012,38(2):19-21,46. |
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| Authors: | Han Shoudu Wang Yujie Xu Jiacheng |
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| Affiliation: | 1.Xinjiang Survey and Design Institute of Water Resources and Hydropower,Urumqi 830000,Xinjiang,China;2.Department of Geotechnical Engineering,China Institute of Water Resources and Hydropower Research,Beijing 100048,China) |
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| Abstract: | The determination of slide model and the selection of calculate method is very important for analyzing the anti-slide stability of high steep rock slope with developed joints.Taking the left slope of diversion canal of Jilintai Hydropower Station as an example,the geometric characteristics of rock structure face in slope is statistically analyzed and the instability mode of slope is studied.The stability of slope is also reviewed by Sarma method. |
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| Keywords: | high rock slope jointed rock network simulation Sarma method |
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