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

Author:

Dick Graham J.1,Eberhardt Erik1,Cabrejo-Liévano Albert G.2,Stead Doug3,Rose Nick D.4

Affiliation:

1. Geological Engineering, Department of Earth, Ocean, and Atmospheric Sciences, The University of British Columbia, 2020 – 2207 Main Mall, Vancouver, BC V6T 1Z4, Canada.

2. GroundProbe Pty Ltd., 72 Newmarket Road, Windsor, QLD 4030, Australia.

3. Department of Earth Sciences, Simon Fraser University, 8888 University Drive, Burnaby, BC V5A 1S6, Canada.

4. Piteau Associates Engineering Ltd., Suite 300-788 Copping Street, North Vancouver, BC V7M 3G6, Canada.

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 in an open-pit mine’s trigger action response plan (TARP). The inverse-velocity and slope gradient (SLO) TOF analysis methods are applied to radar displacement measurements using a new systematic multi-pixel selection technique termed the “percent deformation method.” 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. The addition of a more rigorous, methodical treatment of radar monitoring data when faced with critical slope instability will reduce uncertainty and increase confidence in any trigger action response decisions, helping to ensure a safer work environment.

Publisher

Canadian Science Publishing

Subject

Civil and Structural Engineering,Geotechnical Engineering and Engineering Geology

Reference11 articles.

1. Failure forecast for large rock slides by surface displacement measurements

2. Dick, G.J. 2013. 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. M.A.Sc. thesis, The University of British Columbia, Vancouver, BC.

3. Doyle, J.B., and Reese, J.D. 2011. Slope monitoring and back analysis of east fault failure, Bingham Canyon Mine, Utah. In Proceedings of Slope Stability 2011: International Symposium on Rock Slope Stability in Open Pit Mining and Civil Engineering. Canadian Rock Mechanics Association, Vancouver, B.C.

4. GroundProbe Pty Ltd. 2012. SSRViewer 5.4 user manual. Brisbane, Australia.

5. Harries, N.J., and Roberts, H. 2007. The use of Slope Stability Radar (SSR) in managing slope instability hazards. In Rock Mechanics: Meeting Society’s Challenges and Demands, Proceedings of the 1st Canada–US Rock Mechanics Symposium, Vancouver. Taylor & Francis, London. pp. 53–60. 10.1201/NOE0415444019-c7.

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