PROBABILISTIC SLOPE STABILITY ANALYSIS USING A MICROCOMPUTER

A probablistic slope stability analysis has been adapted for use on a microcomputer. The analysis uses the Janbu method of slices with geological input provided in the form of the Hoek-Brown rock mass strength criteria. A Monte Carlo simulation allows the results of this analysis to be presented as a probability that the factor of safety for the slope will fall below a critical level. The demonstration program is described for a slope in a carboniferous limestone quarry at Chipping Sodbury. This paper was presented at a joint meeting of the Engineering and Information Groups of the Geological Society on "Applications of Microcomputers in Engineering Geology" held 8 May 1984. For the covering abstract see IRRD 287456. (Author/TRRL)

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    GEOLOGICAL SOCIETY

    BURLINGTON HOUSE, PICCADILLY
    LONDON,   United Kingdom  W1V 0JU
  • Authors:
    • ROSENBAUM, M S
    • JARVIS, J
  • Publication Date: 1985

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  • Accession Number: 00466031
  • Record Type: Publication
  • Source Agency: Transport Research Laboratory
  • Files: ITRD, TRIS
  • Created Date: Mar 31 1988 12:00AM