Mine Overburden Dump Failure: A Case Study

• Published in: Geotechnical and geological engineering Vol. 32; no. 2; pp. 297 - 309
• Main Authors: Poulsen, Brett, Khanal, Manoj, Rao, A. Manohar, Adhikary, Deepak, Balusu, Rao
• Format: Journal Article
• Language: English
• Published: Cham Springer International Publishing 01.04.2014; Springer Nature B.V
• Subjects: Civil Engineering; Coal mines; Earth and Environmental Science; Earth Sciences; Failure; Geotechnical Engineering & Applied Earth Sciences; Geotechnics; Hydrogeology; Identification methods; Kinematics; Management; Material properties; Mathematical models; Mines; Mining accidents & safety; Neighbouring; Numerical methods; Original Paper; Overburden; Residual strength; Shear strength; Spoil; Stability; Structural stability; Terrestrial Pollution; Waste Management/Waste Technology; Computer modelling; Open pit; Limiting equlibrium method; Dump stability; Foundation failure
• ISSN: 0960-3182; 1573-1529
• DOI: 10.1007/s10706-013-9714-7

In any open cast mine, the management of stripped spoil during mining is crucial to the mine’s successful operation. The improper management of the overburden (OB) dump can result in stability issues which may affect safety and production of the mine. Various literatures have reported the failure of open pit dumps and the consequences in loss of life, production and impact on neighbouring amenities. Recently, the failure of an out-of-pit OB dump at an Indian Colliery was reported. The failed OB dump displaced spoil approximately 70 m from the original location of the dump toe and impacted on neighbouring amenities. This paper back analyse material properties and investigates the probable mechanism of this OB failure. Well established tools including limiting equilibrium and continuum numerical methods have been used to understand and identify the failure kinematics of this dump. It has been found that the residual friction angle of the material comprising the dump structural unit dominates stability. Mobilisation of residual strength can occur by operational induced strains and/or the presence of water. The shear strength of the foundation was fully mobilised and provided a slip surface for the overlying dump material. The resultant failure is manifest as a bilinear wedge movement of two ridged blocks defined by linear rupture planes.