Analytical and numerical analyses for rock slope stability using the generalized Hoek-Brown criterion

Created by W.Langdon from gp-bibliography.bib Revision:1.3872

@PhdThesis{shen_thesis,
  title =        "Analytical and numerical analyses for rock slope
                 stability using the generalized Hoek-Brown criterion",
  author =       "Jiayi Shen",
  school =       "University of Adelaide",
  year =         "2013",
  address =      "Australia",
  month =        jul,
  keywords =     "genetic algorithms, genetic programming, generalised
                 hoek-brown criterion, hoek-brown, rock slope, numerical
                 analysis, analytical analysis",
  bibsource =    "OAI-PMH server at digital.library.adelaide.edu.au",
  contributor =  "Murat Karakus and Chaoshui Xu and Stephen Donald
                 Priest",
  oai =          "oai:digital.library.adelaide.edu.au:2440/83113",
  URL =          "http://hdl.handle.net/2440/83113",
  URL =          "https://digital.library.adelaide.edu.au/dspace/handle/2440/83113",
  URL =          "https://digital.library.adelaide.edu.au/dspace/bitstream/2440/83113/8/02whole.pdf",
  size =         "201 pages",
  abstract =     "Design of rock slope is one of the major challenges at
                 every stage of open pit mining operations. Providing an
                 optimal excavation design based on a robust analysis in
                 terms of safety, ore recovery and profit is the
                 ultimate goal of any slope design. The rock slope
                 stability is predominantly controlled by the strength
                 and deformation of the rock mass which
                 characteristically consists of intact rock materials
                 and discontinuities. Initially, movement of the slope
                 occurs due to stress relaxation as a result of removal
                 of rocks which used to provide confinement. This
                 behaviour of slope can be attributed to linear elastic
                 deformation. In addition to this, sliding along
                 discontinuity surfaces and dilation in consequence of
                 formation of cracks can occur. Ultimately all these
                 instabilities lead to failure of the slopes. Therefore,
                 formulation of slope designs plays critical role in the
                 process of slope stability. .......",
}

Genetic Programming entries for Jiayi Shen

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