| 泸定水电站右坝肩边坡稳定性的数值研究 |
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| 引用本文： | 程飞,刘小兵,张琦,冯凌寒. 泸定水电站右坝肩边坡稳定性的数值研究[J]. 西华大学学报(自然科学版), 2009, 28(3) |
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| 作者姓名： | 程飞 刘小兵 张琦 冯凌寒 |
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| 作者单位： | 1. 西华大学能源与环境学院,四川,成都,610039
2. 中国水电顾问集团成都勘测设计研究院,四川,成都,610072 |
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| 摘 要： | 根据泸定水电站工程右坝肩边坡的平面、剖面图以及地质资料,采用基于刚体极限平衡原理的简化毕肖普法,运用土石坝边坡稳定计算程序STAB2008,对边坡稳定性进行了数值计算和分析,并给出了支护设计方案.其计算结果与支持设计对实际施工具有指导意义.
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| 关 键 词： | 泸定水电站 边坡 稳定性 数值研究 支护方案 |
Numerical Research on the Stability of the Right Abutment Slope of Luding-dam |
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| CHENG Fei,LIU Xiao-bing,ZHANG Qi,FENG Ling-han. Numerical Research on the Stability of the Right Abutment Slope of Luding-dam[J]. Journal of Xihua University(Natural Science Edition), 2009, 28(3) |
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| Authors: | CHENG Fei LIU Xiao-bing ZHANG Qi FENG Ling-han |
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| Affiliation: | 1.School of Energy & Environment of Xihua University;Chengdu 610039;2.Chengdu Hydroelectric Investigation & Design Institute of CHECC;Chengdu 610072 China |
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| Abstract: | Based on the design map and geologic information of Luding Hydroelectric Station,a numerical research on the stability of the slope,where the dam's right abutment lies,was finished by the simplified Bishop method using the principle of rigid limiting equilibrium.Software STAB2008 was used as the calculaiting language.Meanwhile,the design of the slope support was conducted so as to reinforce the construction. |
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| Keywords: | luding hydroelectric station slope stability numerical research slope support |
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