Effect of grout properties on the pull-out load capacity of fully grouted rock bolt

Tunnelling and Underground Space Technology

Volumn 17, Issue 4, 2002, Pages 355-362

  Kilic, A ^a   Yasar, E ^a   Celik, A G ^a  

^a CUKUROVA UNIVERSITY   (Turkey)

Author keywords

Bolt geometry; Bolt pull out load capacity; Grouting materials; Mortar; Rock bolt

Indexed keywords

BASALT; COMPRESSIVE STRENGTH; MECHANICAL PROPERTIES; ROCK BOLTING;

ECONOMICAL SUPPORT SYSTEMS;

GROUTING;

BOLT; GROUT; LOADING; PULLOUT TEST; REINFORCEMENT;

EID: 0036816257     PISSN: 08867798     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0886-7798(02)00038-X     Document Type: Article

References (17)

1. Rock bolts and shear stiffness in jointed rock mass
2. Roofsupport systems continue to evolve
3. Rock Support
4. The effect of rock mass confinement on the bond strength of fully grouted cable bolts
5. Design for grouted rock bolts based on the convergence control method
6. Visualisation off failure in a pull-out of cable bolts using X-ray CT
7. Effect of stress change on the bond strength of fully grouted cables
8. Rock anchors-state ofthe art
9. Roof/rock bolting
10. Evaluation of design bolt bond strength for fully grouted bolt
11. Professional users for rock bolting