| 溪洛渡水电站高路堤边坡稳定性分析与处治 |
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| 引用本文： | 周围,沈习文. 溪洛渡水电站高路堤边坡稳定性分析与处治[J]. 山西建筑, 2012, 38(25): 170-172 |
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| 作者姓名： | 周围 沈习文 |
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| 作者单位： | 中国水电顾问集团成都勘测设计研究院交通分院,四川成都,610072 |
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| 摘 要： | 采用土质边坡稳定分析程序STAB2009对溪洛渡水电站水库地段塌岸区高路堤边坡的稳定性进行了分析,考虑了水位骤降、暴雨、地震等对高路堤边坡稳定性的影响,提出水库地区高路堤边坡的设计思路与加固处理措施,为水库地段塌岸区高路堤边坡的设计与施工提供了参考。
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| 关 键 词： | 溪洛渡水电站 塌岸区 高路堤边坡 稳定性分析 加固措施 |
Stability analysis and treatment of high-filled embankment side slope of Xiluodu hydropower station |
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| ZHOU Wei,SHEN Xi-wen. Stability analysis and treatment of high-filled embankment side slope of Xiluodu hydropower station[J]. Shanxi Architecture, 2012, 38(25): 170-172 |
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| Authors: | ZHOU Wei SHEN Xi-wen |
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| Affiliation: | (Traffic Branch Institute,Chengdu Academy of Survey & Design,China Hydropower Consulting Group,Chengdu 610072,China) |
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| Abstract: | The paper analyzes the stability of high-filled embankment side slope of Xiluodu hydropower station by applying soil slop stability analysis program STAB2009,considers the impact of water levels plummeting,rainstorm and earthquake upon high-filled embankment slope stability,and puts forward the design concept and reinforcing measures of high-filled embankment side slope in reservoir region,which has provided certain guidance for the design and construction of high-filled embankment side slope in reservoir collapse region. |
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| Keywords: | Xiluodu hydropower station collapse region high-filled embankment side slope stability analysis reinforcing measure |
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