Modeling the effects of heterogeneity and anisotropy on the excavation damaged/disturbed zone (EDZ)

Rock Mechanics and Rock Engineering

Volumn 42, Issue 2, 2009, Pages 229-258

  Wang, S H ^a,b   Lee, C I ^b   Ranjith, P G ^c   Tang, C A ^d  

^a NORTHEASTERN UNIVERSITY   (China)

^b Seoul National University   (South Korea)

^c MONASH UNIVERSITY   (Australia)

^d DALIAN UNIVERSITY OF TECHNOLOGY   (China)

Author keywords

Anisotropy; Damage mechanics; Excavation Damaged Disturbed Zone (EDZ); Fracture process; Inhomogeneity; Realistic modeling

Indexed keywords

A-PRIORI; ANISOTROPIC ROCKS; CONFINING STRESS; CONSTITUTIVE LAWS; DAMAGE MECHANICS; DIFFERENT GEOMETRIES; ELASTIC CHARACTERISTICS; ELASTIC DAMAGES; EXPERIMENTAL TESTS; FAILURE PROCESS; FINITE ELEMENT PROGRAMS; FRACTURE PATTERNS; FRACTURE PROCESS; INHOMOGENEITY; JOINT SETS; LOCAL STRESS; MATERIAL LAYERS; MATERIAL PROPERTIES; MECHANICAL BEHAVIORS; MESOSCOPIC LEVELS; REALISTIC MODELING; ROCK MASS CHARACTERISTICS; TRANSVERSE ANISOTROPIES; TRANSVERSELY ISOTROPIC MEDIUMS; UNDERGROUND EXCAVATIONS;

ANISOTROPY; CONCRETES; EXCAVATION; FAILURE ANALYSIS; MECHANICS; QUALITY ASSURANCE; ROCKS; STRESS CONCENTRATION; WEIBULL DISTRIBUTION;

FRACTURE;

ANISOTROPY; DAMAGE; DEFORMATION; EXCAVATION; HETEROGENEITY; MODELING; ROCK MASS RESPONSE; WEIBULL THEORY;

EID: 65349126576     PISSN: 07232632     EISSN: None     Source Type: Journal    
DOI: 10.1007/s00603-009-0177-3     Document Type: Article

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