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Free to read on journal website (link above)  Slope failures of spoil piles pose a significant safety risk in open-cut strip mining due to slaking over time due to overburden pressure and water saturation. Most spoil pile failures occur when the pit has been previously filled with water and then subsequently dewatered. It is important to understand how the mechanical properties of base spoil material are affected by slaking when designing safe spoil pile slope angles, heights, and dewatering rates. A new laboratory slaking chamber (360mm ID, 400mm high with 20mm wall thickness) has been designed and constructed to accommodate approximately 60 kg of spoil (unit weight, 18 kN/m3) and a simulated overburden pressure of 1000 kPa. Consolidation of the spoil can be measured through a linear variable differential transformer (LVDT) attached to the system. Using this apparatus, a fresh spoil material collected from a coal mine in Brown Basin Coalfield of Queensland, Australia was subjected to high overburden pressure (0 – 900 kPa) under saturated condition and maintained over a period of time (0 – 6 months) allowing the material to slake and successfully tested for classification, permeability, and strength properties. Results suggested that the slaking of saturated coal mine spoil increase with overburden pressure and the time duration over which the overburden pressure was maintained. Shear strength and permeability of spoil decreased with increase in spoil slaking.

A NEW LABORATORY MODEL OF A SLAKING CHAMBER TO PREDICT THE STABILITY OF ON-SITE COAL MINE SPOILS