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On the Application of the Novel Thin Spray-on Liner (TSL): A Progress Report in Mining Operations
Authors:Kolapo  Peter  Onifade  Moshood  Said  Khadija Omar  Amwaama  Martha  Aladejare  Adeyemi Emman  Lawal  Abiodun Ismail  Akinseye  Praise Oluwatomisin
Institution:1.Department of Mining Engineering, University of Kentucky, Lexington, USA
;2.Department of Civil and Mining Engineering, University of Namibia, Ongwediva, Namibia
;3.Mining and Mineral Processing Engineering Department, Taita Taveta University, Voi, Kenya
;4.Department of Mining and Process Engineering, Namibia University of Science and Technology, Windhoek, Namibia
;5.Oulu Mining School, University of Oulu, Oulu, Finland
;6.Department of Mining Engineering, Federal University of Technology, Akure, Nigeria
;7.School of Mining Engineering, University of the Witwatersrand, Johannesburg, South Africa
;
Abstract:

Stability is the main problem in underground excavations that can result in rock-related accidents or closure of mines. This is often controlled by the geological condition of the rockmass and the in situ stress field where excavation is being carried out. Over the years, conventional support systems such as bolts, shotcrete and mesh have been the standard support systems used in difficult ground conditions to maintain stability of underground openings. The novel Thin Spray Liner (TSL) is a technology with an improvement in terms of support capabilities for difficult geological conditions. This technology is predicted to replace conventional support systems, as it offers a significant yielding capacity that is better than that of the traditional techniques of controlling strata. The performance of the TSL lies between that of shotcrete and wire mesh. The TSL has numerous advantages regarding rock reinforcement such as rapid curing period, fast application, high tensile strength, high adhesion properties that prevent movement of rock keyblocks, improved cycle times, reduction in material-handling compared to shotcrete, and a significant ability to penetrate joints. These advantages increase the allowance for mechanisation and improvement of safety in excavations. Despite various benefits of TSLs, there are shortcomings which make end-users to be sceptical about the technology. This study provides a detailed review of the mechanism, properties, composition and types, as well as the general and mining applications of TSLs. It also describes the challenges faced by the mining industry and other end-users in accepting the technology as a solution for stability issues in underground openings. In addition, some insightful suggestions are made as recommendations for future work on the development of suitable, effective and efficient thin surface rock support technology within limitations/constraints.

Keywords:
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