2015
DOI: 10.1139/cgj-2014-0028
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Development of an early-warning time-of-failure analysis methodology for open-pit mine slopes utilizing ground-based slope stability radar monitoring data

Abstract: The recent introduction of ground-based slope stability radar in open-pit mines to complement conventional geodetic monitoring programs provides near real-time deformation measurements over a broad coverage area; this allows geotechnical engineers to observe the spatial distribution of pit wall movements and their progression over time. This paper presents a newly proposed early warning time-of-failure (TOF) analysis procedure for use in real-time with ground-based radar measurements designed to be integrated … Show more

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Cited by 141 publications
(103 citation statements)
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“…and the smoothing factor is β = 0.5 If the time interval between adjacent measurements is constant, the type of moving average as in (2) is equivalent to the simple equation utilized by Dick et al (2014) …”
Section: Methodsologymentioning
confidence: 99%
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“…and the smoothing factor is β = 0.5 If the time interval between adjacent measurements is constant, the type of moving average as in (2) is equivalent to the simple equation utilized by Dick et al (2014) …”
Section: Methodsologymentioning
confidence: 99%
“…Graphs have been divided in two sections, before and after an identified OOA/TU point. As previously said, this marks either the point after which a trend toward the x-axis can be clearly defined or a change in the trend slope and usually occurs together with a reduction in data noise (Dick et al 2014).…”
Section: Values Of Bdisturbed^velocities Are Thus Computed Asmentioning
confidence: 99%
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