Study on discontinuous medium model for unsaturated hydro-mechanical coupling of fractured rock masses

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

Volumn 26, Issue 7, 2007, Pages 1485-1491

  Liu, Xianshan ^a   Zhou, Chuangbing ^b  

^a CHONGQING UNIVERSITY   (China)

^b WUHAN UNIVERSITY   (China)

Author keywords

Discontinuous deformation analysis (DDA) model; Fractured rock masses; Hydro mechanical coupling; Rock mechanics

Indexed keywords

ACCIDENT PREVENTION; COMPUTER SIMULATION; DEFORMATION; FLOW OF FLUIDS; GEOTECHNICAL ENGINEERING; HYDRAULICS; INFILTRATION; MATHEMATICAL MODELS; SEEPAGE; SLOPE STABILITY;

DISCONTINUOUS DEFORMATION ANALYSIS (DDA) MODEL; DISCONTINUOUS MEDIUM METHOD; DISCONTINUOUS MEDIUM MODEL; FRACTURED ROCK MASSES; GEOMECHANICAL ENVIRONMENT; HYDRO MECHANICAL COUPLING; INFILTRATION TIME; MECHANICAL INVESTIGATION; MECHANICAL PARAMETERS; NUMERICAL MODEL; NUMERICAL SIMULATION; POROUS MEDIUM FLOW; RAINFALL INTENSITY; ROCK PROJECT; ROCK SLOPE; SAFETY ASSESSMENT; SATURATED FLOW; STABILITY COEFFICIENT;

ROCK MECHANICS;

EID: 34547614678     PISSN: 10006915     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article

References (11)

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