Effect of fissure water on mechanical characteristics of rock mass
Tài liệu tham khảo
Lv, 2005, Studies on single-axial compress test of brittle rocks, Rock and Mineral Analysis, 24, 71
Tian, 2003, Discussion about mechanism of strain-rate effect and anisotropy of saturated rocks, Chinese Journal of Rock Mechanics and Engineering, 22, 1789
Zhu, 2000, The effect of intestitial water pressure on rock mass strength, Rock and Soil Mechanics, 21, 64
Gao, 2007, Constitutive relation of Yunjialing anthracite under medium strain rate, Journal of China University of Mining & Technology, 17, 126, 10.1016/S1006-1266(07)60027-3
Wang, 2002, Coupling characteristic of stress and fluid flow within a single fracture, Chinese Journal of Rock Mechanics and Engineering, 21, 83, 10.3901/JME.2002.01.083
Wang, 2007, Complete coupling analysis of transient fluid flow and elastic stress in fractured rock masses, Chinese Journal of Rock Mechanics and Engineering, 26, 1150
Li, 2001, Deformation properties of jointed rock mass under dynamic cyclic loading, Chinese Journal of Rock Mechanics and Engineering, 20, 74
Xia, 2006, SHPB test on porous rock, Chinese Journal of Rock Mechanics and Engineering, 25, 896
Liu, 2006, Numerical analysis of finite deformation of overbroken rock mass in gob area based on Euler model of control volume, Journal of China University of Mining & Technology, 16, 245
Liu, 1997, The ultimates strength evaluation of rock mass containing intermittent joints, Journal of Chongqing Jianzhu University, 19, 21
Liang, 2003, Discussion on rock mass failure under seismic load, Chinese Journal of Rock Mechanics and Engineering, 22, 2783
Chen, 2006, Mechanics characteristic analysis for unloading rock mass with single crack, Water Power, 32, 35
Wu, 2008, Zonal disintegration phenomenon in rock mass surrounding deep tunnels, Journal of China University of Mining & Technology, 18, 187, 10.1016/S1006-1266(08)60040-1
Wu, 2009, Mechanism of anomalous low friction phenomenon in deep block rock mass, Mining Science and Technology, 19, 409