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lytical analysis of the full-range behavior of grouted
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bolt rib spacing on load transfer mechanism. Int
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/j.ijmst.2017.03.009
ground control in mining 1981–2020. Society for
Mining,Metallurgy, and Exploration.
[24] Rao Karanam UM, Dasyapu SK (2005) Experimental
and numerical investigations of stresses in a fully
grouted rock bolts. Geotech Geol Eng 23:297–308.
doi.org/10.1007/s10706-004-9518-x.
[25] Ray AK, Gadde MM, Spearing AJS (2013) Numerical
modeling of the performance of active and passive
bolts installed at an Illinois basin coal mine. In: 47th
US Rock Mechanics /Geomechanics Symposium.
San Francisco, CA, USA.
[26] Ren FF, Yang ZJ, Chen JF, Chen WW (2010) An ana-
lytical analysis of the full-range behavior of grouted
rock bolts based on a tri-linear bond-slip model.
Construction Building Materials 24:361–370. doi
.org/10.1016/j.conbuildmat.2009.08.021.
[27] Shi H, Song L, Zhang H, et al (2022) Experimental
and numerical studies on progressive debonding of
grouted rock bolts. Int J Min Sci Technol 32:63–74.
doi.org/10.1016/j.ijmst.2021.10.002.
[28] Tao W, Chen C, Jun H, Ting R (2017) Effect of
bolt rib spacing on load transfer mechanism. Int
J Min Sci Technol 27:431–434. doi.org/10.1016
/j.ijmst.2017.03.009