Stability Analysis and Treatment Design of Meng Dumei Landslide

Yu Fei Ma; Jian Ping Chen; Wen Zhang; Hong Zhi Niu; Peng Xu; Yan Yan Li; Jing Zhang; Kang Yao

doi:10.4028/www.scientific.net/AMM.405-408.554

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The Hydrogeological Feature and Geological Hazard Prevention of M Coal Mine in Xinjiang Fukang
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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 405-408Stability Analysis and Treatment Design of Meng...

Stability Analysis and Treatment Design of Meng Dumei Landslide

Abstract:

The landslide is one of common geological disasters, and it brought about enormous damages to the society. Taking Meng Dumei landslide in Jilin Province for example, cutting slope and filling earth counter pressure were applied in the landslide treatment based on the stability analysis in GeoStudio. The results shows that the landslide is under stable state when the thickness of cutting slope is 28m. This method was shown to be effective and economic on the premise of safety.

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Periodical:

Applied Mechanics and Materials (Volumes 405-408)

Pages:

554-557

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.405-408.554

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Online since:

September 2013

Authors:

Yu Fei Ma, Jian Ping Chen, Wen Zhang, Hong Zhi Niu, Peng Xu, Yan Yan Li, Jing Zhang, Kang Yao

Keywords:

Cutting Slope, Filling Earth Counter Pressure, Landslide, Stability Analysis

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References

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