A study of backfill confinement to reinforce pillars in bord and pillar layouts

Authors

DOI:

https://doi.org/10.17159/

Abstract

This study explores the use of backfill in hard rock bord and pillar mines to increase the pillar strength and extraction ratio at depth. The typical decrease in extraction ratio with increasing depth is illustrated in the paper. This emphasises the need to study backfill as an option to ensure viable mining operations in future. The use of backfill will also minimise the requirement for tailings storage on surface and the risk of environmental damage. The literature survey indicated that backfill is extensively used in coal mines, but rarely in hard rock bord and pillars mines. To simulate the effect of backfill confinement on pillar strength, an extension of the limit equilibrium model is discussed in the paper. Numerical modelling of an actual platinum mine layout is done to illustrate the beneficial effect of backfill on pillar stability at greater depths. The magnitude of confinement exerted by the backfill on the pillar sidewalls is unknown, however, and this needs to be quantified in future using experimental backfill mining sections and the installation of suitable instrumentation.   

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Author Biography

  • Daniel Francois Malan, University of Pretoria

    Professor

    Mining Engineering Department 

Published

2026-04-15

Issue

Section

Pillar Design