In situ tests on creep behavior of rock mass with joint or shearing zone in foundation of large-scale hydroelectric projects

Key Engineering Materials

Volumn 261-263, Issue II, 2004, Pages 1097-1102

  Liu, Jian ^a,b   Feng, Xia Ting ^a   Ding, Xiu Li ^b   Zhou, Huo Ming ^b  

^a INSTITUTE OF GEOLOGY AND GEOPHYSICS   (China)

^b YANGTZE RIVER SCIENTIFIC RESEARCH INSTITUTE   (China)

Author keywords

In situ Creep test; Rock mass with Joint or Shearing zone; Three Gorges Project; Xiluodu Project

Indexed keywords

BASALT; HYDROELECTRIC POWER; JOINTS (STRUCTURAL COMPONENTS); MATHEMATICAL MODELS; SHEARING; STRESSES;

IN SITU CREEP TEST; ROCK MASS WITH JOINT OR SHEARING ZONE; THREE-GORGES PROJECT; XILUODU PROJECT;

CREEP;

EID: 3142751192     PISSN: 10139826     EISSN: 16629795     Source Type: Book Series    
DOI: None     Document Type: Conference Paper

References (4)

1. E.Maranini, M.Brignoli, Creep Behavior of a weak rock: Experimental Characterization, International Journal of Rock Mechanics and Mining Sciences, 36 (1999) p.127-138
2. Y.S.Li and C.C.Xia, Time-dependent Tests on Intact Rocks in Uniaxial Compression, International Journal of Rock Mechanics and Mining Sciences, 37 (2000) p.467-475
3. J.H.Curran and A.M. Crawford, "A Comparative Study of Creep in Rock and Its Discontinuities", 21st U.S. National Rock Mechanics Symposium, Rolla, Missouri (1980), p.596
4. X.L.Ding and X.Z.Liu, "A Study on Creep properties of Rock Joints", Chinese Journal of Under-Ground Space, 19(1999), p.53