Numerical simulations of Class I and Class II uniaxial compression curves using an elasto-plastic cellular automaton and a linear combination of stress and strain as the control method

International Journal of Rock Mechanics and Mining Sciences

Volumn 43, Issue 7, 2006, Pages 1109-1117

  Pan, Peng Zhi ^a   Feng, Xia Ting ^a   Hudson, J A ^b  

^a INSTITUTE OF ROCK AND SOIL MECHANICS   (China)

^b IMPERIAL COLLEGE LONDON   (United Kingdom)

Author keywords

Cellular automaton; Class II; Complete stress strain curve; Elasto plastic; Rock failure process

Indexed keywords

COMPACTION; COMPUTER SIMULATION; ELASTOPLASTICITY; FAILURE (MECHANICAL); MATHEMATICAL MODELS; STRAIN; STRESSES;

COMPLETE STRESS-STRAIN CURVE; ELASTO-PLASTIC CELLULAR AUTOMATON (EPCA); ROCK FAILURE PROCESS;

ROCK MECHANICS;

CELLULAR AUTOMATON; COMPRESSION; ELASTOPLASTICITY; SIMULATION; STRESS-STRAIN RELATIONSHIP;

EID: 33745253422     PISSN: 13651609     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.ijrmms.2006.02.005     Document Type: Article

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