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Revisiting factors contributing to the strength of cemented backfill support system:A review

作     者:N.M.Chiloane F.K.Mulenga N.M.Chiloane;F.K.Mulenga

作者机构:Department of Mining EngineeringUniversity of South AfricaFlorida CampusPrivate Bag X6Johannesburg1710South Africa 

出 版 物:《Journal of Rock Mechanics and Geotechnical Engineering》 (岩石力学与岩土工程学报(英文版))

年 卷 期:2023年第15卷第6期

页      面:1615-1624页

核心收录:

学科分类:081901[工学-采矿工程] 0819[工学-矿业工程] 08[工学] 0818[工学-地质资源与地质工程] 

基  金:University of South Africa  Unisa 

主  题:Cemented tailings backfill(CTB) Uniaxial compressive strength(UCS) Extrinsic factors Intrinsic factors Underground support 

摘      要:This paper provides a review of the intrinsic and extrinsic factors affecting the uniaxial compressive strength(UCS)of cemented tailings backfill(CTB).The consideration is that once CTB is poured into underground stopes,its strength is heavily influenced by factors internal to the CTB as well as the surrounding mining ***-reviewed journal articles,books,and conference papers published between 2000 and 2022 were searched electronically from various databases and *** sources,such as doctoral theses,were obtained from academic *** important finding from the review is that the addition of fibers was reported to improve the UCS of CTB in some studies while decrease in *** discrepancy was accounted to the different properties of fibers *** research is therefore needed to determine the“preferredfiber to be used in *** findings were also reported on the effects of stope size on the UCS of ***,the use of fly ash as an alternative binder may be threatened in the future when reliance on the coal power ***,an alternative cementitious by-product to be used together with furnace slag may be required in the ***,while most studies on backfill focused on single-layered structures,layered backfill design models should also be investigated.

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