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- W2887721953 abstract "This paper presents back-analyses of a failed slope at an open pit lignite mine in Muara Enim, Indonesia. The slope, which was being raised by the dumping of excavated material, failed at a dump height of 24 m, well before reaching the design height of 80 m. The primary cause of failure was determined to be the presence of a previously unknown weak layer in the foundation, combined with high excess pore pressures generated by a relatively fast dumping rate. The failure resulted in significant disruption of the mining operation, in addition to environmental problems and a high cost of remediation. Finite element analyses were performed to gain a better understanding of the influence of the weak layer at the time of the failure. The case history emphasizes the need for a thorough site investigation and the risks associated with fast dumping on saturated weak clay overlain by a stiff residual soil layer with low permeability." @default.
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- W2887721953 date "2019-05-01" @default.
- W2887721953 modified "2023-09-29" @default.
- W2887721953 title "Case study of slope failure during construction of an open pit mine in Indonesia" @default.
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- W2887721953 doi "https://doi.org/10.1139/cgj-2017-0662" @default.
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