Publication Details

Aziz, N. I., Jalalifar, H. and Hadi, M. N. (2005). The effect of resin thickness on bolt-grout-concrete interaction in shear. In A. Spry and K. Burt (Eds.), Proceedings of the 6th Australasian Coal Operator's Conference (Coal 2005) (pp. 3-9). Australia: Australasian Institute of Mining and Metallurgy.


Numerical modelling is extensively used in civil and mining engineering applications because of cost and risk problems associated with different experimental studies. In this study, the effect of resin thickness was evaluated in bolt-grout-concrete interaction and bending behaviour of a fully grouted bolt installed across joints in post failure region. Tests were conducted in 20 and 40 MPa concretes, and modelling simulations were made, using ANSYS version 8.1, to include both with and without different pretension loads. It was found that in all resin thickness, both the strength of the concrete and bolt pretension had major influences on the shear resistance and shear displacement of the reinforced medium. Also it was found that the strength of the surrounding concrete is more important than that of the grout thickness in both the shear resistance and shear displacement when the bolt is pretensioned.

Link to publisher version (URL)

Australasian Institute of Mining and Metallurgy

Included in

Engineering Commons