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STUDY ON THE STABILITY OF LEFT BANK IV-VI RIDGES AT JINGPING HYDROPOWER STATION IN THE CONDITION OF ATOMIZATION

机译:雾化水电站左岸IV-VI脊稳定性研究雾化条件

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@@Deep cracks are obviously developed in the left bank slope of IV*-VI* ridges. The discontinue planes of f2, f5 and f9 faults are existed in the left bank slope of IV*-VI* ridges. The huge latent instability block is assembled by these deep cracks and defaults. The stability of the huge block is attended under conditions of flood discharge. In this paper, the deformation failure mechanisms of whole slope and local block are deduced under the condition of flood discharge based on plentiful geologic investigation data. The deformation of FV-VI ridges is analyzed and computed under the conditions of hydrogeology changed by FLAC3D software. The calculation of parameter and water table sensitivity indicates that the whole slope's stability is more sensitive to rock mass parameters than different water table.
机译:@@深度裂缝显然是在IV * -Vi *脊的左岸斜坡上开发的。 F2,F5和F9故障的停止平面存在于IV * -Vi *脊的左岸斜率。巨大的潜在不稳定块由这些深裂缝和默认值组装。在洪水排放条件下,巨大块的稳定性。本文基于丰富地质调查数据,推导了整个坡度和局部块的变形故障机制。通过FLAC3D软件改变了水文地质条件,分析和计算了FV-VI脊的变形。参数和水位敏感性的计算表明,整个斜坡的稳定性比不同的水位表更敏感。

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