黑河工程引水洞进口段高边坡稳定性分析实例介绍
The stability introduction of the entrance to the diversion cave of Heihe reservoir
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摘要: 通过建立平面问题和空间问题两种计算模型,对黑河工程引水洞进口段高边坡稳定性进行了分析计算,并对比分析了稳定性评价结果,即空间计算模型比二维平面模型更符合实际,具有更高可靠性。Abstract: The high slope's stability of the entrance to the diversion cave of Heihe reservoir is analyzed by building two models such as plane problem and space problem to the calculation. By comparing the two results,we drawa conclusion that it is more factual and credible using space model than plane model.
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Keywords:
- high slope /
- diver sion cave /
- stability
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王庚荪. 边坡的渐进破坏及稳定性分析[J]. 岩石力学与工程学报, 2000, 19(1): 29-33. 苏生瑞,李同录,毛彦龙, 等.连云港核电站高边坡稳定性评价与设计[J]. 岩石力学与工程学报,2000,19(1):101-106. 钱家欢,殷宗泽.土工原理与计算(第二版)[M]. 北京:中国水利水电出版社,1996. 张悼元,王士天,王兰生. 工程地质分析原理[M]. 北京: 地质出版社,1994.
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