Development of an early warning time-of-failure analysis methodology for open pit mine slopes utilizing the spatial distribution of ground-based radar monitoring data

Slope surface deformation monitoring in open pit mines is an essential component of day-to-day operations, playing a key role in assisting mine operators in maintaining safety and production schedules. The introduction of ground-based radar within the past decade to complement conventional geodetic...

Full description

Bibliographic Details
Main Author: Dick, Graham John
Language:English
Published: University of British Columbia 2013
Online Access:http://hdl.handle.net/2429/45185
id ndltd-LACETR-oai-collectionscanada.gc.ca-BVAU.2429-45185
record_format oai_dc
spelling ndltd-LACETR-oai-collectionscanada.gc.ca-BVAU.2429-451852014-03-26T03:39:51Z Development of an early warning time-of-failure analysis methodology for open pit mine slopes utilizing the spatial distribution of ground-based radar monitoring data Dick, Graham John Slope surface deformation monitoring in open pit mines is an essential component of day-to-day operations, playing a key role in assisting mine operators in maintaining safety and production schedules. The introduction of ground-based radar within the past decade to complement conventional geodetic monitoring programs provides near real-time deformation measurements over a broad coverage area; this allows geotechnical engineers to observe the distribution of pit wall movements and their progression over time. However, when a slope deformation alarm and/or accelerating deformation trend is observed in the radar measurements, common practice is to arbitrarily select a single or small cluster of pixels for analysis rather than following a systematic procedure that utilizes the full coverage. In addition, the absence of a methodical means of efficiently carrying out “Time-of-Failure” (TOF) analyses in real time can limit the effectiveness of the early warning, pressuring the geotechnical engineer to provide action response recommendations based on a partial and/or subjective assessment. This thesis presents a new systematic multi-pixel selection technique termed the “percent deformation method” where a benchmark pixel is methodically chosen within the deforming slope and multiple surrounding pixels are selected based on a percentage of the benchmark deformation. The percent deformation method was applied to eight slope failures captured by GroundProbe Slope Stability Radar (SSR) and detailed back-analyses conducted for each case using both the inverse-velocity and the SLO TOF analysis methods. The percent deformation multi-pixel selection technique was then incorporated into a newly proposed real-time TOF analysis procedure designed for use with ground-based radar measurements. The utilization of the percent deformation method in the proposed real-time TOF analysis methodology gives more reliable results than current practice by providing recommendations for pixel selections, data filtering, where and how to undertake TOF analyses, and presenting TOF results in real time. It is hoped that the addition of a more rigorous, methodical treatment of radar monitoring data when faced with a critical slope instability will reduce uncertainty and increase confidence in any trigger action response decisions, helping to ensure a safer work environment. 2013-10-02T15:06:26Z 2013-10-02T15:06:26Z 2013 2013-10-02 2013-11 Electronic Thesis or Dissertation http://hdl.handle.net/2429/45185 eng http://creativecommons.org/publicdomain/zero/1.0/ CC0 1.0 Universal University of British Columbia
collection NDLTD
language English
sources NDLTD
description Slope surface deformation monitoring in open pit mines is an essential component of day-to-day operations, playing a key role in assisting mine operators in maintaining safety and production schedules. The introduction of ground-based radar within the past decade to complement conventional geodetic monitoring programs provides near real-time deformation measurements over a broad coverage area; this allows geotechnical engineers to observe the distribution of pit wall movements and their progression over time. However, when a slope deformation alarm and/or accelerating deformation trend is observed in the radar measurements, common practice is to arbitrarily select a single or small cluster of pixels for analysis rather than following a systematic procedure that utilizes the full coverage. In addition, the absence of a methodical means of efficiently carrying out “Time-of-Failure” (TOF) analyses in real time can limit the effectiveness of the early warning, pressuring the geotechnical engineer to provide action response recommendations based on a partial and/or subjective assessment. This thesis presents a new systematic multi-pixel selection technique termed the “percent deformation method” where a benchmark pixel is methodically chosen within the deforming slope and multiple surrounding pixels are selected based on a percentage of the benchmark deformation. The percent deformation method was applied to eight slope failures captured by GroundProbe Slope Stability Radar (SSR) and detailed back-analyses conducted for each case using both the inverse-velocity and the SLO TOF analysis methods. The percent deformation multi-pixel selection technique was then incorporated into a newly proposed real-time TOF analysis procedure designed for use with ground-based radar measurements. The utilization of the percent deformation method in the proposed real-time TOF analysis methodology gives more reliable results than current practice by providing recommendations for pixel selections, data filtering, where and how to undertake TOF analyses, and presenting TOF results in real time. It is hoped that the addition of a more rigorous, methodical treatment of radar monitoring data when faced with a critical slope instability will reduce uncertainty and increase confidence in any trigger action response decisions, helping to ensure a safer work environment.
author Dick, Graham John
spellingShingle Dick, Graham John
Development of an early warning time-of-failure analysis methodology for open pit mine slopes utilizing the spatial distribution of ground-based radar monitoring data
author_facet Dick, Graham John
author_sort Dick, Graham John
title Development of an early warning time-of-failure analysis methodology for open pit mine slopes utilizing the spatial distribution of ground-based radar monitoring data
title_short Development of an early warning time-of-failure analysis methodology for open pit mine slopes utilizing the spatial distribution of ground-based radar monitoring data
title_full Development of an early warning time-of-failure analysis methodology for open pit mine slopes utilizing the spatial distribution of ground-based radar monitoring data
title_fullStr Development of an early warning time-of-failure analysis methodology for open pit mine slopes utilizing the spatial distribution of ground-based radar monitoring data
title_full_unstemmed Development of an early warning time-of-failure analysis methodology for open pit mine slopes utilizing the spatial distribution of ground-based radar monitoring data
title_sort development of an early warning time-of-failure analysis methodology for open pit mine slopes utilizing the spatial distribution of ground-based radar monitoring data
publisher University of British Columbia
publishDate 2013
url http://hdl.handle.net/2429/45185
work_keys_str_mv AT dickgrahamjohn developmentofanearlywarningtimeoffailureanalysismethodologyforopenpitmineslopesutilizingthespatialdistributionofgroundbasedradarmonitoringdata
_version_ 1716656885215526912