Effect of bar shape on the pull-out capacity of fully-grouted rockbolts-Reference-Cited by-同舟云学术

Effect of bar shape on the pull-out capacity of fully-grouted rockbolts

Published:2003-02 Issue:1 Volume:18 Page:1-6
ISSN:0886-7798
Container-title:Tunnelling and Underground Space Technology
language:en
Short-container-title:Tunnelling and Underground Space Technology

Author:

Kılıc A,Yasar E,Atis C.D

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology,Building and Construction

Reference15 articles.

1. Mine Openings: Stability and Support;Aldorf,1986

2. Cybulski, J.A., Mazzoni, R.A., 1989. Roof support systems continue to evolve. 12th Annual Institute on Coal Mining Healthy, Safety and Research. Blacksburg, Virginia, 147–158.

3. Rock Engineering;Franklin,1989

4. Rock support;Hoek;Mining Magazine (October 1988),1988

5. The effect of rock mass confinement on the bond strength of fully grouted cable bolts, Abstract;Hyett;Int. J. Rock Mech. Min. Sci. Geomech.,1992

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