Technical Notes
Nov 18, 2016

Durability Assessment of Glass FRP Solid and Hollow Bars (Rock Bolts) for Application in Ground Control of Jurong Rock Caverns in Singapore

Publication: Journal of Composites for Construction
Volume 21, Issue 3

Abstract

This study was conducted to investigate the durability of two types of vinyl-ester/glass fiber-reinforced polymer (GFRP) rock bolts [solid and hollow (tubular) GFRP bars] that were subsequently used for ground control of the Jurong rock caverns in Singapore. The testing program aimed to assess the long-term durability characteristics of unstressed hollow and solid GFRP rock bolts subjected to a saline solution (simulating the subsea cavern water of the Jurong rock caverns in Singapore) and predicting their long-term tensile strength in such environments. The study simulated rather aggressive conditions by immersing the hollow and solid GFRP bars (rock bolts) in the solution at different elevated temperatures (20, 40, and 50°C) in climate chambers for different exposure times of 1,000, 3,000, and 5,000 h. Arrhenius plots were applied to the test results, extrapolating the project’s life to 50 years at a mean annual temperature (MAT) of 32°C. The predicted tensile strength at a MAT of 32°C is 96.8 and 97.3% for a service life of 50 years for solid and hollow GFRP bars, respectively. Based on the obtained results, the tested GFRP rock bolts were recommended as alternatives to stainless-steel rock bolts and successfully used as ground control in the Jurong rock caverns in Singapore.

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Acknowledgments

This research was supported by the National Science and Engineering Research Council (NSERC) of Canada, Hyundai Engineering and Construction (Singapore), and Firep International AG (Switzerland). The authors thank the technical staff at the Department of Civil Engineering, University of Sherbrooke (Sherbrooke, Quebec, Canada) for their assistance in fabricating and testing the specimens.

References

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Benmokrane, B., Ali, A. H., and Mohamed, H. M. (2012). “Durability of glass FRP solid and hollow bars (rock bolts) for the application in ground control of the jurong rock caverns in Singapore.” Univ. of Sherbrooke, QC, Canada.
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Go to Journal of Composites for Construction
Journal of Composites for Construction
Volume 21Issue 3June 2017

History

Received: Mar 3, 2016
Accepted: Sep 20, 2016
Published online: Nov 18, 2016
Discussion open until: Apr 18, 2017
Published in print: Jun 1, 2017

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Authors

Affiliations

Brahim Benmokrane [email protected]
Professor of Civil Engineering and Tier-1 Canada Research Chair in Advanced Composite Materials for Civil Structures and NSERC Chair in FRP Reinforcement for Concrete Structures, Dept. of Civil Engineering, Univ. of Sherbrooke, QC, Canada J1K 2R1 (corresponding author). E-mail: [email protected]
Mathieu Robert [email protected]
Assistant Professor, Dept. of Civil Engineering, Univ. of Sherbrooke, QC, Canada J1K 2R1. E-mail: [email protected]
Hamdy M. Mohamed [email protected]
Research Associate, Dept. of Civil Engineering, Univ. of Sherbrooke, QC, Canada J1K 2R1; Assistant Professor, Helwan Univ., Egypt. E-mail: [email protected]
Ahmed H. Ali [email protected]
Ph.D. Candidate, Dept. of Civil Engineering, Univ. of Sherbrooke, QC, Canada J1K 2R1. E-mail: [email protected]
Patrice Cousin [email protected]
Research Associate, Dept. of Civil Engineering, Univ. of Sherbrooke, QC, Canada J1K 2R1. E-mail: [email protected]

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