Reinforcement mechanics of passive bolts in conventional tunnelling

[1]  R. Hill The mathematical theory of plasticity , 1950 .

[2]  T J Freeman,et al.  THE BEHAVIOUR OF FULLY-BONDED ROCK BOLTS IN THE KIELDER EXPERIMENTAL TUNNEL , 1978 .

[3]  Bengt Stillborg,et al.  Professional users handbook for rock bolting , 1986 .

[4]  C. R. Windsor Rock reinforcement systems , 1996 .

[5]  John A. Hudson,et al.  Engineering rock mechanics , 1997 .

[6]  S. L. Harris,et al.  Applied Numerical Methods for Engineers Using MATLAB and C , 1999 .

[7]  C. Fairhurst,et al.  The elasto-plastic response of underground excavations in rock masses that satisfy the Hoek-Brown failure criterion , 1999 .

[8]  Bengt Stillborg,et al.  Analytical models for rock bolts , 1999 .

[9]  C. Fairhurst,et al.  APPLICATION OF THE CONVERGENCE-CONFINEMENT METHOD OF TUNNEL DESIGN TO ROCK MASSES THAT SATISFY THE HOEK-BROWN FAILURE CRITERION , 2000 .

[10]  F. Varas,et al.  Ground response curves for rock masses exhibiting strain‐softening behaviour , 2003 .

[11]  Alaettin Kılıç,et al.  Effect of bar shape on the pull-out capacity of fully-grouted rockbolts , 2003 .

[12]  Pierpaolo Oreste,et al.  Analysis of structural interaction in tunnels using the covergence–confinement approach , 2003 .

[13]  P. Egger,et al.  Composite Element Model of the Fully Grouted Rock Bolt , 2004 .

[14]  Yujing Jiang,et al.  An analytical model to predict axial load in grouted rock bolt for soft rock tunnelling , 2004 .

[15]  A. Jafari,et al.  Bond of cement grouted reinforcing bars under constant radial pressure , 2005 .

[16]  F. Varas,et al.  Study of bifurcation in the problem of unloading a circular excavation in a strain-softening material , 2005 .

[17]  R. Ribacchi,et al.  Practical Estimate of Deformations and Stress Relief Factors for Deep Tunnels Supported by Shotcrete , 2005 .