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- W2369605655 abstract "2# high rock slope is located in the left band of the dam in Xiaowan Hydropower Project,and the lower reaches of YinShuiGou deposit rock is distributed in YinShui gully center to its chine,the front edge elevation of which is 1160 meters,the upper sectors is distributed in the ramp of the TianTai road. The excavation of the spandrel groove obliquely incises the 2# rock slope,which forms an inverse cuneiform-like rock masses,looking like wide in the upper and narrowin the lower,the stability of which is important to the stability of YinShuiGou deposit rock and the construction and operation of this project. Detailed analyses of the structure character of rock mass and the deformation-failure phenomena during the slope excavation showthat the rock mass near slope rebounds toward the free surface due to the stress relief,which results in the deformation and failure of the strong unloading rock masses under the disadvantageous combination of structural planes;there is no unified-disadvantageous structure planes controlling the slope deformation inside of the slope. Based on this,study on stability of this slope is done by using 3D numerical simulation under the excavation and sluice situation. Results indicate that slope deformation will gradually converge and stabilize after the gorge stress field adjustment. Under the sluice situation,although the displacement value is greater,the deformation will tent to be stable after taking appropriate measures to the local rock masses. 7figs.,1tab.,7refs." @default.
- W2369605655 created "2016-06-24" @default.
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- W2369605655 date "2009-01-01" @default.
- W2369605655 modified "2023-09-26" @default.
- W2369605655 title "Study on stability of 2~# high rock slope in front of the dam in Xiaowan hydropower project by using 3D numerical simulation" @default.
- W2369605655 hasPublicationYear "2009" @default.
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