A Study of the Performance of Glass Fibre Rock Reinforcement Components

International Conference on Ground Control in Mining
Jonathan P. Furniss
Organization:
International Conference on Ground Control in Mining
Pages:
10
File Size:
3260 KB
Publication Date:
Jan 1, 1997

Abstract

The paper describes a range of laboratory tests undertaken on full column resin anchored glass fibre rockbolt systems, to assess all aspects of their performance. Laboratory instrumentation has been developed for the accurate study of strain transferral from the Glass Fibre Reinforced Plastic (GRF') bolt, through the surrounding resin annulus, and into the rock. Experience in laboratory testing to the new British Standard on glass fibre rockbolting is discussed. A critical comparison is made of the influencing parameters affecting . underground rockbolted roadway performance to the parameters assessed by BS 7861 : Part 1 The work has been co-funded by MA1 Systems UK Ltd. who supply GRP rockbolt components to the British coal mining industry, mainly for the reinforcement of coal ribsides. In rockbolting, glass fibre has a number of useful * qualities which are discussed in the paper. These properties, make the product more suitable than steel in certain applications, both in mines, and other engineering structures such as tunnels, soil stabilisation, and coastal defences.
Citation

APA: Jonathan P. Furniss  (1997)  A Study of the Performance of Glass Fibre Rock Reinforcement Components

MLA: Jonathan P. Furniss A Study of the Performance of Glass Fibre Rock Reinforcement Components. International Conference on Ground Control in Mining, 1997.

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