Technical Papers
Jun 15, 2022

Repair and Retrofit of RC Bridge Piers with Steel-Reinforced Grout Jackets: An Experimental Investigation

Publication: Journal of Bridge Engineering
Volume 27, Issue 8

Abstract

Many concrete bridges around the world have passed their service life and are at high risk of collapse, especially in active seismic regions. This is particularly true in many developing and underdeveloped countries, where deficient construction and underpreparedness would result in a major catastrophe should a major seismic event occur. Thus, there lies a need to introduce an efficient, cost-effective, and readily available method of bridge rehabilitation. In this study, steel-reinforced grout (SRG) jacketing is used as a seismic strengthening technique for reinforced concrete bridge piers. Two bridge piers, one seismically damaged and one seismically deficient, were jacketed with SRG and then tested to observe their seismic response. The findings from the experimental program revealed that SRG jacketing can rehabilitate/repair a damaged bridge pier, and restore its flexural capacity, energy dissipation capacity, and ductility. While strengthening a seismically deficient pier, results showed that the flexural capacity and energy dissipation capacity could be improved, and ductility could be enhanced.

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Acknowledgments

The authors thank the financial support of the Natural Sciences and Engineering Research Council (NSERC) of Canada through an Engage Grant. The findings achieved herein are solely the responsibility of the authors.

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Go to Journal of Bridge Engineering
Journal of Bridge Engineering
Volume 27Issue 8August 2022

History

Received: Aug 18, 2021
Accepted: Mar 31, 2022
Published online: Jun 15, 2022
Published in print: Aug 1, 2022
Discussion open until: Nov 15, 2022

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Remy C. S. Kennedy-Kuiper [email protected]
Graduate Research Assistant, Applied Laboratory for Advanced Materials and Structures, Univ. of British Columbia, Kelowna, BC, Canada V1V 1V7. Email: [email protected]
Ph.D. Student, Applied Laboratory for Advanced Materials and Structures, Univ. of British Columbia, Kelowna, BC, Canada V1V 1V7. ORCID: https://orcid.org/0000-0003-2572-6329. Email: [email protected]
Professor and Tier-1 Principal’s Research Chair in Resilient and Green Infrastructure, School of Engineering, Univ. of British Columbia, Kelowna, BC, Canada V1V 1V7 (corresponding author). ORCID: https://orcid.org/0000-0002-9092-1473. Email: [email protected]

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