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The Slope Stability Analysis of the Second Coal Open-pits in Shengli East of Datang International

Author: JiangLianJun
Tutor: SongZiLing
School: Liaoning Technical University
Course: Mining engineering
Keywords: Numerical Simulation (FLAC3D) Strength Reduction ROCK SLOPE Safety factor Slope Stability
CLC: TD824.7
Type: Master's thesis
Year: 2009
Downloads: 121
Quote: 0
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Abstract


Natural rock slopes , artificial slope deformation and failure often occur , if you can not accurately predict the slope stability , not only cause serious damage to property , and will result in serious personal injury or death. Datang International Shengli East II opencast coal mine stope open pit slope stability directly affect production , if there will be on open pit landslide caused huge losses , therefore , the paper pit slope stability were studied. Shengli East II opencast coal mine geological conditions: Quaternary sedimentary basins in the loose sand, gravel layer, and the Cretaceous lacustrine seam cracks and conglomerate , occurrence of groundwater . South slope stability in which the main controlled by faults , poor stability ; while the slope of soft rock lithology belong to their poor ability to resist damage , easily lead to destruction of the slope . Comprehensive comparison , the paper select continuous medium fast Lagrangian analysis (FLAC3D) numerical simulation analysis . Application of FLAC-3D built strength reduction quickly and effectively determine the effect of slope stability , recorded the largest unbalanced force slope and slope displacement vectors, etc. to illustrate the stability of the slope , Datang International Shengli East II surface coal mine slope basically stable, the safety factor of 1.43 , the practice test is reliable.

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CLC: > Industrial Technology > Mining Engineering > Mining > Coal mining > Surface Mining > Slope stability
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