Geotechnical assessment of the southeast wall slope failure at Highmont Mine, British Columbia

Canadian Institute of Mining, Metallurgy and Petroleum
H. Warren Newcomen Dennis C. Martin
Organization:
Canadian Institute of Mining, Metallurgy and Petroleum
Pages:
6
File Size:
4431 KB
Publication Date:
Jan 1, 1988

Abstract

"This paper describes the investigation of a large, progressive slope failure on the southeast wall of the east pit at Highmont Mine, British Columbia Geotechnical investigation s consisted of geological and structural mapping, assessment of blasthole drilling records, review of rock core information, slope movement monitoring and back analysis of various possible failure modes. Climate records and mining history were also assessed to determine their relationship to slope movement .Analysis of movement monitoring records and geotechnical information indicates that the failure is deep seated. The upper portion of the failure surf ace occurs along clay filled discontinuities. The lower portion of the failure surf ace appears to occur through the highly altered rock mass. High groundwater pressures and mining at the toe of the slope are documented to have had a major influence on stability at various times during the failure. Stability analyses results are presented and possible remedial measures are discussed.IntroductionHighmont Mine is located near Logan Lake in the Highland Valley approximately 50 km southwest of Karnloops, British Columbia (Fig. I). Mining of the porphyry copper and molydenum ore bodies began in 1980. In May, 1983, when mining in the east pit had progressed to a depth of about 60 m (200 feet) , a failure (designated the Southeast Failure) began to develop in the southeast corner of the east pit. Subsequent mining to a depth of 110m (360 feet) was accompanied by frequent and substantial slope movements involving between 500000 and I 000 000 m3 of rock . The slope was monitored extensively to assess short-term movement trends for operational safety. Geological mapping, core logging and rock mechanics testing were used in conjunction with the long-term monitoring information to determine the failure mechanism, conduct stability analyses, assess the effects of instability on pit design and enable design and installation of remedial measures."
Citation

APA: H. Warren Newcomen Dennis C. Martin  (1988)  Geotechnical assessment of the southeast wall slope failure at Highmont Mine, British Columbia

MLA: H. Warren Newcomen Dennis C. Martin Geotechnical assessment of the southeast wall slope failure at Highmont Mine, British Columbia. Canadian Institute of Mining, Metallurgy and Petroleum, 1988.

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