Research on large-scale triaxial compressive rheological test of soft rock in depth and its constitutive model

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

Volumn 28, Issue 9, 2009, Pages 1735-1744

  Chen, Weizhong ^a   Tan, Xianjun ^a   Lu, Senpeng ^a   Yang, Jianping ^a   Wu, Guojun ^a   Yu, Hongdan ^a   Wang, Zhengming ^b   Zhu, Lin ^b  

^a INSTITUTE OF GEOLOGY AND GEOPHYSICS   (China)

^b State Investment Energy Company Limited of Xinji   (China)

Author keywords

Creep constitutive model; Deformation; Rock mechanics; Soft rock in depth; Triaxial creep test

Indexed keywords

CREEP MODEL; CREEP RATES; DEEP SOFT ROCK; EXPERIMENTAL CURVES; IN-SITU; LONG-TERM DEFORMATION; NONLINEAR KINETICS; OPTIMIZATION DESIGN; REFERENCE VALUES; RHEOLOGICAL CHARACTERISTICS; RHEOLOGICAL EQUATIONS; RHEOLOGICAL PROPERTY; RHEOLOGICAL TEST; SOFT ROCK ENGINEERING; SOFT ROCK IN DEPTH; SOFT ROCKS; STRESS STATE; TEST PROCESS; THREE-DIMENSIONAL STRESS; TRIAXIAL CREEP TEST; TRUE TRIAXIAL TESTS; TUNNEL SUPPORT;

CONSTITUTIVE MODELS; RHEOLOGY; ROCK MECHANICS; ROCKS; TESTING; TUNNELS; WIND TUNNELS;

CREEP;

EID: 70349392821     PISSN: 10006915     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article

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