Abstract

AbstractCemented paste backfill (CPB) is widely applied in underground mines around the world. Prior to stope backfilling, barricades need to be built in drifts near drawpoints to retain the flowable fill. A number of reported barricade failures have shown that barricade stability is critical for ensuring successful and safe application of backfill. The barricades are usually made of high-strength materials such as bricks, concrete blocks, or reinforced shotcrete. Alternatively, barricades made of waste rocks are becoming popular because of their simple and low-cost construction. A simple solution was proposed for sizing waste rock barricades (WRBs) by considering the limit equilibrium of a three-dimensional (3D)-rectangular block. More recently, the authors modified this solution by considering the global stability of trapezoidal barricades, but the local stability was not taken into account. Consequently, the size of the crest can be underestimated, leading to a nonconservative design. In this paper, a ...

Full Text
Published version (Free)

Talk to us

Join us for a 30 min session where you can share your feedback and ask us any queries you have

Schedule a call