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Constitutive model for inherent anisotropic rocks: Ubiquitous joint model based on the Hoek-Brown failure criterion

  • Published:2019-01 Issue: Volume:105 Page:99-109
  • ISSN:0266-352X
  • Container-title:Computers and Geotechnics
  • language:en
  • Short-container-title:Computers and Geotechnics

Author:

Ismael Mohamed,Konietzky Heinz

Funder

Egyptian Ministry of Higher Education

German Academic Exchange Service

German Egyptian Research Long-Term Scholarship

Publisher

Elsevier BV

Subject

Computer Science Applications,Geotechnical Engineering and Engineering Geology

Reference63 articles.

1. Constitutive analysis of the mechanical anisotropy of Opalinus Clay;Salager;Acta Geotech,2013

2. Shear failure of anisotropic rocks;Jaeger;Geol Mag,1960

3. Strength variation and deformational behavior in anisotropic rock;Donath,1964

4. Laboratory investigation of the mechanical behaviour of Tournemire shale;Niandou;Int J Rock Mech Min Sci,1997

5. A modified single plane of weakness theory for the failure of highly stratified rocks;Duveau;Int J Rock Mech Min Sci,1998

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