陈小强, 崔小东. 某水电站坝后崩塌堆积体稳定性分析及工程处理措施研究[J]. 云南大学学报(自然科学版), 2012, 34(S2): 242-247.
引用本文: 陈小强, 崔小东. 某水电站坝后崩塌堆积体稳定性分析及工程处理措施研究[J]. 云南大学学报(自然科学版), 2012, 34(S2): 242-247.
CHEN Xiao-qiang, CUI Xiao-dong. Stability analysis and treatment measures for the accumulation body with at the back of one dam[J]. Journal of Yunnan University: Natural Sciences Edition, 2012, 34(S2): 242-247.
Citation: CHEN Xiao-qiang, CUI Xiao-dong. Stability analysis and treatment measures for the accumulation body with at the back of one dam[J]. Journal of Yunnan University: Natural Sciences Edition, 2012, 34(S2): 242-247.

某水电站坝后崩塌堆积体稳定性分析及工程处理措施研究

Stability analysis and treatment measures for the accumulation body with at the back of one dam

  • 摘要: 云南省金沙江某水电站坝址下游240~960 m处,分布了2处崩塌堆积体(工程编号为B2、B20).两者方量巨大,距离坝轴线较近.通过大量的地质勘测、试验工作,认为,虽然天然状态下其稳定性较好,但在暴雨及地震工况下,部分位置存在失稳可能.同时施工开挖以及大坝泄洪雾化亦会对其稳定性产生影响,进而影响到施工公路以及部分永久水工建筑物的安全.通过失稳模式的判别以及稳定性分析,对该堆积体进行了针对性的工程处理措施,使其稳定满足安全控制标准,保证了工程施工及运行安全.

     

    Abstract: Two accumulation bodies(B2,B20) on the left bank of Jinsha River,back of the dam of one hydropower station in Yunnan Province.They have enormous size and close to the dam,and have a good reliability in the natural state based on massive working of survey and test.Analysis shows that part of the accumulation bodies is likely to be destructed in the conditions of rainstorm earthquake.Engineering construction and atomization by flood discharge with further influence the safety of temporarily roads and permanent buildings.We understand the deformation mode through the stability analysis,and adopt the pertinence engineering treatment measures to meet the standard requirement and ensuring safety of engineering construction and operation.

     

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