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Conference Proceedings

AusRock 2014: Third Australasian Ground Control in Mining Conference

Conference Proceedings

AusRock 2014: Third Australasian Ground Control in Mining Conference

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The Strength Properties of Fibreglass and Other Polymer-based Dowels for Strata Reinforcement in Coalmines

Glass-reinforced polymer bolts, commonly known as fibreglass dowels and fibre-reinforced polymer or plastic bolts or plastic dowels are increasingly applied for strata reinforcement in mines as well as in concrete reinforcement in civil engineering. The most popular dowels used in coalmines are the 22mm diameter fully threaded type. Fibreglass and plastic bolts are cuttable, easy to handle, lightweight and corrosive resistant. A series of tests were undertaken to evaluate various strength properties of fibreglass dowels. These included tensile failure tests by the double-embedment method, a single guillotine shear test and a double shear test, carried out on dowels installed in concrete blocks, and with punch shear tests. Punch shear tests were used to evaluate the dowel shear strength parallel and perpendicular to the fibreglass strands or elements direction of extrusion. The study found that the tensile strength of the 22mm diameter fibreglass dowels was in the order of 30t. In the shear testing, the peak shear load was influenced by the encapsulation grout type and the level of fibreglass axial pretension. Also, there was a nearly fivefold difference in the shear strength value of fibreglass dowels tested parallel as against perpendicular to the dowel axis.CITATION:Aziz, N, Gilbert, D, Nemcik, J, Mirzaghorbnali, A and Burton, R, 2014. The strength properties of fibreglass and other polymer-based dowels for strata reinforcement in coalmines, in Proceedings AusRock 2014: Third Australasian Ground Control in Mining Conference , pp 263-268 (The Australasian Institute of Mining and Metallurgy: Melbourne).
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  • The Strength Properties of Fibreglass and Other Polymer-based Dowels for Strata Reinforcement in Coalmines
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  • Published: 2014
  • PDF Size: 15.582 Mb.
  • Unique ID: P201412030

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