| 菌扒湾崩塌体稳定性评价 |
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| 引用本文： | 李钰强,张靖宇.菌扒湾崩塌体稳定性评价[J].甘肃地质学报,2013,22(2):67-70. |
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| 作者姓名： | 李钰强 张靖宇 |
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| 作者单位： | 西北勘测设计研究院 |
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| 摘 要： | 水库库岸稳定一直是工程建设者最为关心的问题之一,特别是坝前库岸稳定更是工程建设需要重点关注,菌扒湾崩塌体是某工程坝前的松散堆积物边坡,其稳定性影响工程建设及蓄水后边坡稳定,本文将论述菌扒湾崩塌体在不同工况下的稳定性问题。
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| 关 键 词： | 崩塌体 形成机制 稳定性 镇安县 |
Stability Evaluation of Landslide Body in Junpa Bay |
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| LI Yu-qiang and ZHANG Jin-yu.Stability Evaluation of Landslide Body in Junpa Bay[J].Acta Geologica Gansu,2013,22(2):67-70. |
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| Authors: | LI Yu-qiang and ZHANG Jin-yu |
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| Institution: | LI Yu-qiang,ZHANG Jin-yu(Xibei Engineering Corporation,CHECC,Xi’an 710065,China) |
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| Abstract: | The stability of reservoir bank has been one of the most issues concerned by the constructors, especially the stability of bank in the front of dam. Junpawan landslide body is a side slope accumulated by loose material in the front of a dam, its'' stability would affect the stability of slope after water filling. The paper studied the forming mechanism of landslide body, and employed 2 methods as finite element method and limit equilibrium method to evaluate stability. The result show the landslide body is a stable body. |
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| Keywords: | landslide forming mechanism stability |
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