Multi-scale limit load analysis for discontinuous rock mass based on the homogenization method

International Journal for Numerical and Analytical Methods in Geomechanics

Volumn 23, Issue 10, 1999, Pages 995-1019

  Kyoya, Takashi ^a   Terada, Kenjiro ^a   Kawamoto, Toshikazu ^b  

^a TOHOKU UNIVERSITY   (Japan)

^b AICHI INSTITUTE OF TECHNOLOGY   (Japan)

Author keywords

Collapse load analysis; Discontinuous rock mass; Homogenization method

Indexed keywords

CRACKS; ELASTOPLASTICITY; FAILURE ANALYSIS; LINEAR PROGRAMMING; ROCKS; STIFFNESS;

COLLAPSE LOAD ANALYSIS; DISCONTINUOUS ROCK MASS; HOMOGENIZATION METHOD; MACROSCOPIC FAILURE CRITERION;

LOAD TESTING;

DISCONTINUITY; LOADING; ROCK MASS RESPONSE; STRENGTH;

EID: 0344631732     PISSN: 03639061     EISSN: None     Source Type: Journal    
DOI: 10.1002/(SICI)1096-9853(19990825)23:10<995::AID-NAG21>3.0.CO;2-B     Document Type: Article

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