Composite Element Model of the Fully Grouted Rock Bolt
暂无分享,去创建一个
P. Egger | Sheng-hong Chen | S. Qiang | S.-F. Chen | S.-H. Chen | P. Egger | S. Qiang | S.-F. Chen
[1] D. Owen,et al. Finite elements in plasticity : theory and practice , 1980 .
[2] Peter Egger,et al. Three Dimensional Elasto-viscoplastic Finite Element Analysis of Reinforced Rock Masses and its Application , 1999 .
[3] I. W. Farmer,et al. Stress distribution along a resin grouted rock anchor , 1975 .
[4] Ömer Aydan,et al. The stabilisation of rock engineering structures by rockbolts , 1989 .
[5] G. N. Pande,et al. The Behaviour Of Reinforced Jointed Rock Masses Under Various Simple Loading States , 1983 .
[6] Thomas Olofsson,et al. Reinforcement of jointed rock mass : a non-linear continuum approach , 1985 .
[7] Peter K. Kaiser,et al. Bond strength of grouted cable bolts , 1992 .
[8] W. Bawden,et al. THE EFFECT OF ROCK MASS CONFINEMENT ON THE BOND STRENGTH OF FULLY GROUTED CABLE BOLTS , 1992 .
[9] G. N. Pande,et al. Rheological model and finite element analysis of jointed rock masses reinforced by passive, fully-grouted bolts , 1994 .
[10] P. Egger,et al. Strength And Deformation Properties of Reinforced Jointed Media Under True Triaxial Conditions , 1991 .
[11] P. Egger,et al. Action of fully-grouted bolts in jointed rock and factors of influence , 1990 .
[12] P. Egger,et al. Behaviour of Rough Bolted Joints In Direct Shear Tests , 1991 .
[13] Peter K. Kaiser,et al. Effect of stress change on the bond strength of fully grouted cables , 1992 .
[14] Thomas Olofsson,et al. Bolt action in jointed rock , 1984 .