Experimental study on rheological mechanical properties of shale under unloading condition

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

Volumn 26, Issue SUPPL. 2, 2007, Pages 4552-4556

  Zhu, Jiebing ^a   Wang, Bin ^a   Yang, Huoping ^b   Hu, Jianmin ^a  

^a YANGTZE RIVER SCIENTIFIC RESEARCH INSTITUTE   (China)

^b Three Gorges Investigation Institute   (China)

Author keywords

H K three component model; Rheological constitutive equation; Rheological model; Rheological test; Rock mechanics; Unloading stress path

Indexed keywords

CONSTITUTIVE EQUATIONS; CREEP; DEFORMATION; EXCAVATION; HYDROELECTRIC POWER PLANTS; MECHANICAL PROPERTIES; ROCK MECHANICS; SHALE; UNDERGROUND POWER PLANTS;

H K THREE COMPONENT MODEL; PENGSHUI HYDROPOWER STATION; RHEOLOGICAL CONSTITUTIVE EQUATION; RHEOLOGICAL MODEL; RHEOLOGICAL PROPERTY; RHEOLOGICAL TEST; TIME DEPENDENT EFFECT; UNDERGROUND POWERHOUSE; UNLOADING STRESS PATH;

RHEOLOGY;

EID: 40749123046     PISSN: 10006915     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article

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