Effect of bar shape on the pull-out capacity of fully-grouted rockbolts
- 28 February 2003
- journal article
- Published by Elsevier BV in Tunnelling and Underground Space Technology
- Vol. 18 (1), 1-6
- https://doi.org/10.1016/s0886-7798(02)00077-9
Abstract
No abstract availableKeywords
This publication has 6 references indexed in Scilit:
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- Visualization of failure in a pull-out test of cable bolts using X-ray CTConstruction and Building Materials, 2001
- Rock reinforcement systemsInternational Journal of Rock Mechanics and Mining Sciences, 1997
- The effect of rock mass confinement on the bond strength of fully grouted cable boltsInternational Journal of Rock Mechanics and Mining Sciences, 1992
- Effect of stress change on the bond strength of fully grouted cablesInternational Journal of Rock Mechanics and Mining Sciences, 1992
- Bond strength of grouted cable boltsInternational Journal of Rock Mechanics and Mining Sciences, 1992