Abstract
The present study is concerning to the stability analysis done for the dump slope of WCL Makardhokara-2 opencast mine in Umred, District Nagpur, Maharashtra, India. In this area dump failures are reported due to theimproper geometry of the dumps. Slope stability analysis by seven finite slope stability methods namelyMorgenstern price method, Spencer method, Sarma method, Bishop method, Janbu method and ordinary methodis done using GeoSlope software for the dump slope in Makardhokara site. At the obtained results are comparedand presented.
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