Analytical Modelling Rock Bolts with a Closed Nonlinear Model-Reference-Cited by-同舟云学术

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Analytical Modelling Rock Bolts with a Closed Nonlinear Model

Published:2023 Issue: Volume: Page:99-111
ISSN:2191-530X
Container-title:Bond Failure Mechanism of Fully Grouted Rock Bolts
language:
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Author:

Chen Jianhang,Li Yongliang,Zhang Junwen

Abstract

AbstractRock bolts have been used in the mining industry for a long time. They are used as the reinforcement tendons to keep the stability of openings in underground mining and the slope in open-pit mining.

Publisher

Springer Nature Singapore

Link

https://link.springer.com/content/pdf/10.1007/978-981-99-0498-3_7

Reference18 articles.

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2. W. Wang, Q. Song, C. Xu, H. Gong, Mechanical behaviour of fully grouted GFRP rock bolts under the joint action of pre-tension load and blast dynamic load. Tunn. Undergr. Space Technol. 73, 82–91 (2018). https://doi.org/10.1016/j.tust.2017.12.007

3. J.M. Hawkes, R.H. Evans, Bond stresses in reinforced concrete columns and beams. Struct. Eng. 29, 323–327 (1951)

4. I.W. Farmer, Stress distribution along a resin grouted rock anchor. Int. J. Numer. Anal. Meth. Geomech. 12, 347–351 (1975). https://doi.org/10.1016/0148-9062(75)90168-0

5. F. Ren, Z.J. Yang, J.F. Chen, W.W. Chen, An analytical analysis of the full-range behaviour of grouted rockbolts based on a tri-linear bond-slip model. Constr. Build. Mater. 24(3), 361–370 (2010). https://doi.org/10.1016/j.conbuildmat.2009.08.021

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