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Erschienen in: Geotechnical and Geological Engineering 2/2008

01.04.2008 | Original Paper

Design and Application of Underground Mine Paste Backfill Technology

verfasst von: Tikov Belem, Mostafa Benzaazoua

Erschienen in: Geotechnical and Geological Engineering | Ausgabe 2/2008

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Abstract

This paper reviews the design and application of paste backfill in underground hard rock mines used as ground support for pillars and walls, to help prevent caving and roof falls, and to enhance pillar recovery for improved productivity. Arching after stope filling reduces vertical stress and increases horizontal stress distribution within the fill mass. It is therefore important to determine horizontal stress on stope sidewalls using various predictive models in the design of paste backfill. Required uniaxial compressive strength (UCS) for paste backfill depends on the intended function, such as vertical roof support, development opening within the backfill, pillar recovery, ground or pillar support, and working platform. UCS design models for these functions are given. Laboratory and backfill plant scale designs for paste backfill mix design and optimization are presented, with emphasis on initial tailings density control to prevent under-proportioning of binder content. Once prepared, paste backfill is transported (or pumped) and placed underground by pipeline reticulation. The governing elements of paste backfill transport are rheological factors such as shear yield stress, viscosity, and slump height (consistency). Different models (analytical, semi-empirical, and empirical) are given to predict the rheological factors of paste backfill (shear yield stress and viscosity). Following backfill placement underground, self-weight consolidation settlement, internal pressure build-up, the arching effect, shrinkage, stope volume, and wall convergence against backfill affect mechanical integrity.

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Metadaten
Titel
Design and Application of Underground Mine Paste Backfill Technology
verfasst von
Tikov Belem
Mostafa Benzaazoua
Publikationsdatum
01.04.2008
Verlag
Springer Netherlands
Erschienen in
Geotechnical and Geological Engineering / Ausgabe 2/2008
Print ISSN: 0960-3182
Elektronische ISSN: 1573-1529
DOI
https://doi.org/10.1007/s10706-007-9154-3

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