Abstract

Semi-integral abutment bridges are integral abutment bridges with a flexible interface at the abutment to reduce the force transferred to the foundation. Past research has investigated the uplift forces from the drill shafts using finite-element analysis, while insufficient experimental data exist to validate this hypothesis. Therefore, a semi-integral abutment bridge in Ohio supported on drilled shafts was monitored for a long-term to investigate the performance of semi-integral abutment with drilled shafts and abutment walls under environmental conditions. During the construction of the bridge, vibrating wire strain gauges were placed in three drilled shafts, footing, and the abutment wall above. Strain and temperature were collected from the installed sensors. It was found that the seasonal and daily temperature changes significantly affect the changes in the strain in the substructure. The behavior of the abutment wall significantly affects the behavior of the footing and drilled shafts. The behavior of the abutment was irreversible, and the top of the abutment wall and the top of the drilled shaft induced higher strain than the bottom. Cracks were noticed at the front face of the abutment wall, and the extremely cold weather conditions induced tensile strain higher than the allowable strain at the top corner of the front face of the abutment wall. In addition, a three-dimensional finite-element model was created and calibrated with the field data. The FEM results were used to investigate the maximum stress magnitudes and locations under temperature variation.

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Data Availability Statement

All data, models, and code generated or used during the study appear in the published article.

Acknowledgments

The writers would like to acknowledge the Ohio Department of Transportation (ODOT); and E.L. Robinson Engineering, in Columbus, Ohio for their support in this project.

References

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Go to Journal of Performance of Constructed Facilities
Journal of Performance of Constructed Facilities
Volume 37Issue 2April 2023

History

Received: Jun 13, 2022
Accepted: Nov 16, 2022
Published online: Jan 3, 2023
Published in print: Apr 1, 2023
Discussion open until: Jun 3, 2023

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Ph.D. Research Scholar, Dept. of Civil Engineering, Ohio Univ., Athens, OH 45701; Geotechnical Engineer, E.L. Robinson Engineering of Ohio, Inc., 950 Goodale Blvd. #180, Grandview Heights, OH 43212 (corresponding author). ORCID: https://orcid.org/0000-0002-3909-9402. Email: [email protected]; [email protected]
Issam Khoury, Ph.D., M.ASCE [email protected]
P.E.
Associate Professor, Dept. of Civil Engineering, Ohio Univ., Athens, OH 45701. Email: [email protected]
Shad Sargand, Ph.D., M.ASCE [email protected]
Russ Professor, Dept. of Civil Engineering, Ohio Univ., Athens, OH 45701. Email: [email protected]
Jamal Nusairat, Ph.D., M.ASCE [email protected]
P.E.
Geotechnical Group Manager, E.L. Robinson Engineering of Ohio, Inc., 950 Goodale Blvd. #180, Grandview Heights, OH 43212. Email: [email protected]
Waleed Hamid, Ph.D., M.ASCE [email protected]
Ph.D. Research Scholar, Dept. of Civil Engineering, Ohio Univ., Athens, OH 45701. Email: [email protected]
Husam H. Hussein, Ph.D., M.ASCE [email protected]
P.E.
Ph.D. Research Scholar, Dept. of Civil Engineering, Ohio Univ., Athens, OH 45701; Bridge Engineer, Lockwood, Lanier, Mathias, and Noland (2LMN), Inc., 2475 Sugar Grove Rd. SE, Lancaster, OH 43130. Email: [email protected]; [email protected]

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