1991
DOI: 10.1016/0167-9031(91)91310-e
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A probabilistic method for predicting the formation of key blocks

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Cited by 9 publications
(2 citation statements)
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“…Early applications of risk concepts to underground mining geomechanics evaluated the influence of parameter and other input variability on the probability of failure using the general approach illustrated in Fig. 2 (McCracken and Stacey, 1989; Tyler et al , 1991; Pine, 1992). The consideration of the cost implications of the calculated probabilities of failure, often using cost-benefit analysis, followed slightly later (Brummer et al , 1993; Suorineni et al , 1995; Diederichs and Kaiser, 1996; Horsley and Medhurst, 2000).…”
Section: Risk Assessment and Managementmentioning
confidence: 99%
“…Early applications of risk concepts to underground mining geomechanics evaluated the influence of parameter and other input variability on the probability of failure using the general approach illustrated in Fig. 2 (McCracken and Stacey, 1989; Tyler et al , 1991; Pine, 1992). The consideration of the cost implications of the calculated probabilities of failure, often using cost-benefit analysis, followed slightly later (Brummer et al , 1993; Suorineni et al , 1995; Diederichs and Kaiser, 1996; Horsley and Medhurst, 2000).…”
Section: Risk Assessment and Managementmentioning
confidence: 99%
“…Young (1993) developed a method to estimate the localized probability of slope failure for open pit slopes in fractured rock masses by combining geostatistical modeling techniques with key block analysis. Tyler et al (1991) employed a probabilistic method for predicting the formation of key blocks in South Crofty tin mine. Tyler and Trueman (1993) conducted a study of probabilistic key-block analysis for support design and effects of mining-induced stress on key-block stability.…”
Section: Introductionmentioning
confidence: 99%