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Title of Journal: J Cent South Univ Technol

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Abbravation: Journal of Central South University of Technology

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Central South University

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10.1016/0163-6383(88)90012-4

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1993-0666

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Constitutive models in stability analysis of rock

Authors: Zhixin Yan Jian Duan Houyu Wang
Publish Date: 2010/02/13
Volume: 15, Issue: 1, Pages: 302-306
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Abstract

Equivalent MohrCoulomb yield criterion was established and the relationship between different constitutive models was studied The application of equivalent MohrCoulomb yield criterion in Ansys was achieved by means of transforming material parameters The stability research aiming at the most common rock slope without conspicuous slide surface was accomplished the methods of measurably assessing the stability of rock slope without conspicuous slide surface were explored and the disadvantages of method of minimum slideresisted reserve as dangerous slide path were pointed out The results show that through the calculation and analysis of cases the conception that measurable assessment of the stability of rock slope without conspicuous slide surface can be achieved under condition that equivalent MohrCoulomb yield criterion is validated Its safety parameter formula is explicit in theory and credible in results The results obtained are approximate to those obtained by using finite element intensity reducing method


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