Technical Papers
Sep 11, 2020

Lateral Thrust Distribution of Column-Supported Embankments for Limiting Cases of Lateral Spreading

Publication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 146, Issue 11

Abstract

Lateral spreading analysis of column-supported embankments (CSEs) requires an understanding of lateral thrust distribution. This includes quantifying the portion of thrust that is resisted by tension in geosynthetic reinforcements installed in the load transfer platform. Results from a three-dimensional (3D) numerical parametric study using a half-embankment domain and totaling 140 scenarios are presented in terms of lateral thrust distribution. Forces examined include the lateral thrusts in the embankment and foundation soil, the geosynthetic tension, and the base shear at depth, and results are presented for the limiting cases of lateral spreading (i.e., undrained end-of-construction and long-term dissipated). Results show that lateral thrusts induced by embankment loading are significant in the embankment, foundation soil, and base shear beneath the columns. However, the portion of lateral thrust carried by the geosynthetic is limited, though it increases with the geosynthetic stiffness. Results also indicate that lateral spreading in CSEs is more critical at the undrained end-of-construction condition than in the long-term condition after excess pore water pressures have dissipated. Correlations for the thrust distribution at these limiting conditions and different embankment locations (i.e., centerline, shoulder, and toe) are provided.

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Data Availability Statement

Some or all data, models, or code generated or used during the study are available from the corresponding by reasonable request.

Acknowledgments

This project was funded by the Center for Geotechnical Practice and Research at Virginia Tech. The authors would also like to thank Jim Collin for his input on column-supported embankment designs.

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Go to Journal of Geotechnical and Geoenvironmental Engineering
Journal of Geotechnical and Geoenvironmental Engineering
Volume 146Issue 11November 2020

History

Received: Dec 13, 2019
Accepted: Jun 17, 2020
Published online: Sep 11, 2020
Published in print: Nov 1, 2020
Discussion open until: Feb 11, 2021

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Authors

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Graduate Student Researcher, Charles E. Via Jr. Dept. of Civil and Environmental Engineering, Virginia Tech, Blacksburg, VA 24060 (corresponding author). ORCID: https://orcid.org/0000-0002-3223-5272. Email: [email protected]
Katerina Ziotopoulou, A.M.ASCE https://orcid.org/0000-0001-5494-497X
Assistant Professor, Dept. of Civil and Environmental Engineering, Univ. of California, Davis, CA 95616. ORCID: https://orcid.org/0000-0001-5494-497X
George M. Filz, Dist.M.ASCE
Professor, Charles E. Via Jr. Dept. of Civil and Environmental Engineering, Virginia Tech, Blacksburg, VA 24060.

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