Strain-based failure criteria for rocks: State of the art and recent advances

Rock Mechanics in Civil and Environmental Engineering - Proceedings of the European Rock Mechanics Symposium, EUROCK 2010

Volumn , Issue , 2010, Pages 45-56

  Kwasniewski M ^a   Takahashi, M ^b  

^a SILESIAN UNIVERSITY OF TECHNOLOGY   (Poland)

^b NATIONAL INSTITUTE OF ADVANCED INDUSTRIAL SCIENCE AND TECHNOLOGY AIST   (Japan)

Author keywords

[No Author keywords available]

Indexed keywords

AXISYMMETRIC; CONFINING PRESSURES; CONVENTIONAL TRIAXIAL COMPRESSION; EXPERIMENTAL STUDIES; EXTENSIONAL STRAIN; FAILURE CRITERIA; INCREASING FUNCTIONS; LIMITING VALUES; MAXIMUM PRINCIPAL STRAIN; PRINCIPAL STRAIN; PRINCIPAL STRESS; STATE OF THE ART; STRAIN CRITERION; TRIAXIAL COMPRESSION; TRIAXIAL STRESS CONDITION; TRUE TRIAXIAL;

COMPRESSION TESTING; ROCK MECHANICS;

TENSILE STRAIN;

EID: 84860200740     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Conference Paper

References (18)

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