Stability Evaluation on High Rock Slope of Open-Pit for Ash Storage

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Abstract:

Slopes of open-pit mine and ash storage are likely to occur the geological disasters of landslides, collapse, ground deforms and so on, due to geological structure, mining activity, etc. Lai Zhou Power plant is going to use the open-pit of Cang Shang gold mine as the ash storage field. Therefore, the long-term stability of the slope is of great significance. Through the geological investigation and analysis of open-pit mine slope, the conditions of geological and tectonic are summarized. On the basis of field monitoring, the stability of the slope is analyzed in detail. The estimated results can better correspond to the actual stability of the open-pit slope. Feasible practical control scheme and monitoring program are put forward according to the engineering practice

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342-346

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September 2011

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© 2011 Trans Tech Publications Ltd. All Rights Reserved

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[1] TianBin Li.High slope rock mass stability and control engineering [M]. Beijing: science press, (2008)

Google Scholar

[2] YingRen Zheng, Donald, etc. WangGongXian slope and landslide control engineering [M]. Beijing: people's traffic press, (2009)

Google Scholar

[3] DeHai Yu. Soft metamorphic rock mechanics properties and slope unstability mechanism [M].Concrete: Chang-An university, (2006)

Google Scholar

[4] GuoMei Sun, MingSheng Kuang, QuHua. Shaanxi qinba to disasters research [J].journal of soil and water conservation research, c. (5) : 20 to 24

Google Scholar

[5] LiMin Fan, March, Cun Li. Qinba landslide [J].china journal of geological disasters and prevention, 2009,15 (1) : 112 ~ 117.

Google Scholar

[6] Bishop A.W. The use of the slip circle in the stability analysis of earth slopes[J]. Geotechnique,1955,5(1):17~26.

Google Scholar