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- W2586819780 abstract "AbstractCemented paste backfill (CPB) has been extensively used as a popular mine fill system for underground mining operations. Understanding the CPB’s in situ properties as an element of ground support is indeed really important for developing a well-organised mine design in terms of costs and security. In this paper, a comprehensive experimental work was conducted to better understand the effect of stope depth on in situ behaviour and performance of CPB having three different binding agents (ordinary Portland cement alone, slag-based cement and fly ash-based cement) over different curing times. A stope depth of 0 (it replicates the stope’s top), 5, 10, 15 and 20 m (it replicates the stope’s bottom) were virtually simulated by using an improved laboratory set-up, escorting with conventional plastic moulds. Results show that the highest compressive strength is obtained from CPB having slag-based cement. The strength of CPB increases with increasing stope depth mainly due to resulting improved geotechnica..." @default.
- W2586819780 created "2017-02-17" @default.
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- W2586819780 date "2017-02-07" @default.
- W2586819780 modified "2023-10-10" @default.
- W2586819780 title "Stope depth effect on field behaviour and performance of cemented paste backfills" @default.
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- W2586819780 doi "https://doi.org/10.1080/17480930.2017.1285858" @default.
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