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This document analyzes the slope stability of a former disposal area at a coal mine in West Sumatra, Indonesia. It performed a back analysis of a landslide that occurred in December 2019 using the Bishop method. The slope geometry before and after the landslide is described. Laboratory test results on soil and rock samples are presented along with the results of the back analysis. Safety factor calculations before and after the landslide using the material properties are reported. Recommended slope geometri

Author

Meryam Putri Armaini

Language

EN