Abstract
This thesis presents experimental investigations on the mechanical behaviour of fibre-reinforced cemented paste backfill (CPB). The effects of fibre reinforcement on the UCS, shear strength, failure mode, average residual strength and energy absorption capacity were compared and discussed. The ideal types of polypropylene fibres for the reinforcement of CPB were identified. The stability of CPB models with vertically exposed faces was investigated by a series of centrifuge tests. The application of fibre reinforcement would potentially improve the self-supporting capacity of the fill mass using less cement, and reduce backfill dilution when excavating to adjacent stopes.
Original language | English |
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Qualification | Doctor of Philosophy |
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Award date | 22 Jul 2016 |
Publication status | Unpublished - 2016 |