Abstract

The erosion of the structural backfill behind bridge abutments subjected to water flow conditions representative of extreme and overtopping floods was examined through scaled water tank testing using physical hydraulic models. The erosion behavior of the unreinforced backfill materials, embankment material, and structural backfill was tested. Based on the observed patterns of erosion and embankment failure of these tests, the proposed construction practices, including geosynthetics and riprap, were examined in the laboratory with the objective of reducing erosion and the probability of failure during flood events. The input flow rate, flow velocity, and upstream and downstream waterheads were controlled and measured during the tests. The research results indicated that slope failure before overtopping can be mitigated by using a riprap on the slope. Geosynthetics, including geogrids and geotextiles, effectively prevented global failure during flood events if the reinforced core of the backfill was appropriately wrapped.

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Data Availability Statement

All data, models, and codes generated or used during the study appear in the published paper.

Acknowledgments

This work was sponsored by the Pennsylvania Department of Transportation under work order agreement E04005. The contents of this report reflect the views of the authors who are responsible for the facts and accuracy of the data presented herein. The contents do not necessarily reflect the official views or policies of the US Department of Transportation, Federal Highway Administration, or the Commonwealth of Pennsylvania at the time of publication. This report does not constitute a standard, specification, or regulation. The research team acknowledges the efforts of several undergraduate students, including Nicholas Crociata and Jack Payne. The authors also acknowledge the help of Dan Zeroka and Carl Bowman, technician and instrumentation and system specialist, respectively, at Lehigh University’s Advanced Technology for Large Structural Systems Engineering Research Center.

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Go to Journal of Performance of Constructed Facilities
Journal of Performance of Constructed Facilities
Volume 37Issue 6December 2023

History

Received: Jan 11, 2023
Accepted: Jul 24, 2023
Published online: Sep 25, 2023
Published in print: Dec 1, 2023
Discussion open until: Feb 25, 2024

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Senior R&D Engineer, State Key Laboratory of Special Functional Waterproof Materials, Beijing Oriental Yuhong Waterproof Technology Co. Ltd., Yard 19, Kechuang Ninth St., Beijing Yizhuang Economic and Technology Development Zone, Beijing 101111, China. Email: [email protected]
Professor, Dept. of Civil and Environmental Engineering, Lehigh Univ., 117 ATLSS Dr., Bethlehem, PA 18015 (corresponding author). ORCID: https://orcid.org/0000-0003-3835-8131. Email: [email protected]
Professor, Dept. of Civil and Environmental Engineering, Lehigh Univ., Bethlehem, PA 18015. ORCID: https://orcid.org/0000-0001-6920-9337. Email: [email protected]
Richard Weisman, M.ASCE [email protected]
Professor Emeritus, Dept. of Civil and Environmental Engineering, Lehigh Univ., Bethlehem, PA 18015. Email: [email protected]
Timothy Carre, M.ASCE [email protected]
Assistant Chief Bridge Engineer, Pennsylvania Dept. of Transportation, 400 North St., Harrisburg, PA 17120. Email: [email protected]

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