A Numerical Model for the Bearing Capacity of Anchoring Interface in Composite Rock Mass by A Modified Nonlinear Bond-Slip Model
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Publisher
Springer Science and Business Media LLC
Link
https://link.springer.com/content/pdf/10.1007/s12205-024-1146-9.pdf
Reference43 articles.
1. An YP, Zhang N, Zhao YM, Wang WW, Guo F (2022) Experimental study on bearing characteristics of multi-strata anchorage system. Energies 15:1581, DOI: https://doi.org/10.3390/en15041581
2. Aziz N, Jalaifar H, Concalves J (2006) Bolt surface configurations and load transfer mechanism. 2006 Coal Operators’ Conference
3. Benmokrane B, Chennouf A, Mitri HS (1995) Laboratory evaluation of cement-based grouts and grouted rock anchors. International Journal of Rock Mechanics & Mining Science & Geomechanics Abstracts 32(7): 633–642, DOI: https://doi.org/10.1016/0148-9062(95)00021-8
4. Biscaia HC, Chastre C, Silva MAG (2015) Bond-slip model for FRP-to-concrete bonded joints under external compression. Composites Part B: Engineering 80:246–259, DOI: https://doi.org/10.1016/j.compositesb.2015.06.004
5. Cao C, Ren T, Cook C, Cao Y (2014) Analytical approach in optimising selection of rebar bolts in preventing rock bolting failure. International Journal of Rock Mechanics and Mining Sciences 72:16–25, DOI: https://doi.org/10.1016/j.ijrmms.2014.04.026
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