2016
DOI: 10.1016/j.enggeo.2016.06.002
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Rock damage assessment in a large unstable slope from microseismic monitoring - MMG Century mine (Queensland, Australia) case study

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Cited by 62 publications
(23 citation statements)
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“…Of those, approximately 5% were recorded below the lowest part of the current pit (880RL) and they were most likely the result of stress changes related to the removal of broken rock after blasting and excavation (Lynch et al 2005). The analysis of the microseismic data revealed a strong relationship between the temporal and spatial style of activity for different areas of the slope, in the response to the triggering input (rainfall events), (Salvoni & Dight 2016). Events in the pit wall area were recorded from the 15 February 2014, mainly behind the CBX block.…”
Section: Group Amentioning
confidence: 99%
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“…Of those, approximately 5% were recorded below the lowest part of the current pit (880RL) and they were most likely the result of stress changes related to the removal of broken rock after blasting and excavation (Lynch et al 2005). The analysis of the microseismic data revealed a strong relationship between the temporal and spatial style of activity for different areas of the slope, in the response to the triggering input (rainfall events), (Salvoni & Dight 2016). Events in the pit wall area were recorded from the 15 February 2014, mainly behind the CBX block.…”
Section: Group Amentioning
confidence: 99%
“…It appeared that movements were reduced by the presence of the CBX block, which was acting as a natural buttress whilst slowly being pushed out in a toppling or rotation manner (i.e. active passive wedge), (Salvoni & Dight 2016). With the progressive rotation of the CBX, fractures were detected behind the block, followed by its partial detachment from the wall (Figure 4(c)).…”
Section: Instability Reactivationmentioning
confidence: 99%
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“…In laboratory rock tests, in situ rock excavation, and a lot of other rock engineering, signals of rock fracture events are often mixed with other signals such as environmental noise, impact and vibration, and blast signal. When these signals are monitored by microseismic or acoustic emission machines [1][2][3][4], the presence of jamming signals, especially blast signals, may result in the wrong interpretation, for example, erroneous state evaluation and disaster prediction [5,6]. Consequently, it is necessary to ensure a clean database of rock fracture signals.…”
Section: Introductionmentioning
confidence: 99%
“…Combining (15) and (16), we can get the specific measure of AEC cost function [46,47], collecting monitoring data from Apr. 2017 to Oct. 2017, as shown in Figure 7.…”
mentioning
confidence: 99%