Abstract
The present study is concerning to the stability analysis done for the dump slope of WCL Makardhokara-2 open cast mine in Umred, District Nagpur, Maharashtra, India. In this area dump failures are reported due to the improper geometry of the dumps. Slope stability analysis by seven finite slope stability methods namely Morgenstern price method, Spencer method, Sarma method, Bishop method, Janbu method and ordinary method is done using GeoSlope software for the dump slope in Makardhokara site. At the obtained results are compared and presented.
Cite
CITATION STYLE
Nalgire, T., P. P, D., A.A, M., & P.D, H. (2020). Slope Stability Analysis by GeoSlope. HELIX, 10(1), 71–75. https://doi.org/10.29042/2020-10-1-71-75
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