Stability Analysis of a Large Gold Mine Open-Pit Slope Using Advanced Probabilistic Method View Full Text


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Article Info

DATE

2018-07

AUTHORS

Bhardwaj Pandit, Gaurav Tiwari, Gali Madhavi Latha, G. L. Sivakumar Babu

ABSTRACT

A large gold reserve was recently discovered at Haveri district of Karnataka state of India where open-pit mining was planned to extract these deposits. Stability analysis for open-pit mine slope at this site is presented in the article. Extensive geological investigations and laboratory testing suggested high variability in geological features of discontinuities, rock mass quality and intact rock properties. Hence, it was decided to perform stability analysis of the rock slope using probabilistic approach along with deterministic approach. Deterministic analysis was carried out with average properties of rock, and reliability analysis of the rock slope was carried out using both traditional and advanced probabilistic methods. In traditional probabilistic method, rock mass strength properties were treated as random variables without considering spatial variation of rock properties and reliability index was evaluated by Monte Carlo (MC) simulation on augmented radial basis function-based response surface. In advanced probabilistic analysis, spatial variability of rock mass strength properties was considered by generating anisotropic random field using Fourier series method with spatial averaging over finite difference zones. Reliability index was then estimated by performing MC simulation using random finite difference method. A comparison was provided between the results of stability analysis of slope from all these approaches. Rock slope was found to be stable in both deterministic and probabilistic approaches; however, the degree of stability predicted was different for both methods. Deterministic approach was found to be inappropriate to analyse the stability of slope having rock mass with variable properties. Further, reliability index and expected performance level of slope were highly underestimated by traditional probabilistic method as compared to advanced probabilistic method. More... »

PAGES

2153-2174

References to SciGraph publications

  • 2012-09. Spatial Variability Modelling of Geotechnical Parameters and Stability of Highly Weathered Rock Slope in INDIAN GEOTECHNICAL JOURNAL
  • 2009-10. Probabilistic Stability Evaluation of Oppstadhornet Rock Slope, Norway in ROCK MECHANICS AND ROCK ENGINEERING
  • 2012-03. Earthquake Stability Analysis of Rock Slopes: a Case Study in ROCK MECHANICS AND ROCK ENGINEERING
  • 2016-06. Design of Rock Slope Reinforcement: An Himalayan Case Study in ROCK MECHANICS AND ROCK ENGINEERING
  • 1995-12. Compactly supported positive definite radial functions in ADVANCES IN COMPUTATIONAL MATHEMATICS
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    http://scigraph.springernature.com/pub.10.1007/s00603-018-1465-6

    DOI

    http://dx.doi.org/10.1007/s00603-018-1465-6

    DIMENSIONS

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