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Presentation
Dilatational slip angle of rebar bolts under axial loading
Coal Operators' Conference
  • Chen Cao, eng
  • Jan Nemcik, University of Wollongong
  • Naj Aziz, University of Wollongong
  • Ting Ren, University of Wollongong
Document Type
Conference Paper
Publication Date
1-1-2013
Publication Details

C. Cao, J. Nemcik, N. Aziz and T. Ren, Dilatational slip angle of rebar bolts under axial loading, 13th Coal Operators' Conference, University of Wollongong, The Australasian Institute of Mining and Metallurgy & Mine Managers Association of Australia, 2013, 156-162.

Abstract
Mechanical interlock is an important component in load transfer capacity in the rockbolting system. It is in turn dominated by the rebar bolt profile configuration. To gain a deeper understanding of their interactions, rebar bolt units under axial loading were studied. Two kinds of failure mode have been identified, namely parallel shear and dilational slip failures. Based on some assumptions made, a universal upper limit of slipping angle of dilation slip failure can be found as the complementary angle of the grout material internal friction angle, which is also the minimum value of the bolt rib face angle. This theory can explain similar performances of rock bolts in pull-out tests while their face angles are large. In addition, once the geometric parameters of a rebar bolt profile are provided, more narrow slip angles range can be figured out via simple plots. As a result, the grout between the bolt profiles can be recognised as three sections, one works as part of the bolt profile, one carries out shear failure and the bottom part keeps intact.
Citation Information
Chen Cao, Jan Nemcik, Naj Aziz and Ting Ren. "Dilatational slip angle of rebar bolts under axial loading" (2013)
Available at: http://works.bepress.com/chen_cao/4/