Rheological test of sandstone with perturbation effect and its constitutive relationship study

Yanshilixue Yu Gongcheng Xuebao/Chinese Journal of Rock Mechanics and Engineering

Volumn 27, Issue SUPPL., 2008, Pages 3180-3185

  Gao, Yanfa ^a   Xiao, Huaqiang ^a   Wang, Bo ^a   Zhang, Yanping ^a  

^a CHINA UNIVERSITY OF MINING AND TECHNOLOGY   (China)

Author keywords

Ground compression at great depth; Mining engineering; Perturbation effect; Rock rheology

Indexed keywords

COLLOIDS; DEFORMATION; DIFFERENCE EQUATIONS; DIFFERENTIATION (CALCULUS); ELASTICITY; PLASTICITY; RHEOLOGY; ROCKS; SANDSTONE; TESTING; VISCOSITY;

CONSTITUTIVE RELATIONSHIPS; GREAT DEPTH; GROUND COMPRESSION AT GREAT DEPTH; MINING ENGINEERING; PERTURBATION EFFECT; RHEOLOGICAL DEFORMATION; RHEOLOGICAL TESTING; ROCK RHEOLOGY; ROCK STRENGTH; SANDSTONE SAMPLES; STABILITY OF SURROUNDING ROCK;

PERTURBATION TECHNIQUES;

EID: 48549092778     PISSN: 10006915     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article

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