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

Created by W.Langdon from gp-bibliography.bib Revision:1.8051

@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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