Abstract

Considerable bridge-ground interaction effects are involved when evaluating the consequences of liquefaction-induced deformations. Due to seismic excitation, liquefied soil layers may result in substantial accumulated permanent deformation due to the sloping ground near the abutments. Ultimately, global response of the bridge is dictated by soil-structure interaction considerations of the entire bridge-ground system. Of particular interest is the scenario of narrow waterways where interaction between downslope deformations at both ends of the bridge takes place. In order to highlight the involved salient mechanisms, this study investigates the longitudinal response of an overall bridge-ground system. For that purpose, a full three-dimensional (3D) finite-element (FE) model is developed, motivated by details of an existing narrow waterway bridge-ground configuration. As such, a realistic multilayer soil profile is considered with interbedded liquefiable/nonliquefiable strata. Specific attention is given to global response of the bridge structure as an integral entity due to ground deformation in the vicinity of the abutments. The overall results indicated that downslope deformations at both ends of the bridge may result in significant interference within the narrow waterway central section. As such, assessment of deformations at each slope separately might lead to unrealistic outcomes. Generally, the analysis technique as well as the derived insights are of significance for the seismic response of bridge systems with downslope ground deformations.

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Data Availability Statement

Some or all data, models, or code that support the findings of this study are available from the corresponding author upon reasonable request.

Acknowledgments

This research was supported by the California Department of Transportation (Caltrans) under Contract No. 65A0548 with Dr. Charles Sikorsky as the project manager.

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Go to Journal of Geotechnical and Geoenvironmental Engineering
Journal of Geotechnical and Geoenvironmental Engineering
Volume 148Issue 8August 2022

History

Received: Feb 28, 2021
Accepted: Apr 26, 2022
Published online: Jun 8, 2022
Published in print: Aug 1, 2022
Discussion open until: Nov 8, 2022

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Zhijian Qiu [email protected]
Assistant Professor, School of Architecture and Civil Engineering, Xiamen Univ., Xiamen, Fujian 361005, China. Email: [email protected]
Jinchi Lu, M.ASCE [email protected]
Senior Geotechnical Engineer, Fugro, 1777 Botelho Dr., Walnut Creek, CA 94596. Email: [email protected]
Lecturer, Dept. of Structural Engineering, Alexandria Univ., Alexandria 21544, Egypt. ORCID: https://orcid.org/0000-0003-4120-2445. Email: [email protected]
Professor, Dept. of Structural Engineering, Univ. of California, San Diego, La Jolla, CA 92093 (corresponding author). ORCID: https://orcid.org/0000-0002-3241-9143. Email: [email protected]
Chia-Ming Uang, M.ASCE [email protected]
Professor, Dept. of Structural Engineering, Univ. of California, San Diego, La Jolla, CA 92093. Email: [email protected]
Fadel Alameddine [email protected]
Senior Bridge Engineer, Caltrans, 1120 N St., Sacramento, CA 95814. Email: [email protected]
Geoffrey Martin, M.ASCE [email protected]
Professor, Dept. of Civil and Environmental Engineering, Univ. of Southern California, Los Angeles, CA 90089. Email: [email protected]

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