Technical Papers
Apr 24, 2020

Distribution and Variation of Earth Pressure Applied on Submerged Toe-Retaining Walls in Rockfill Dam Engineering

Publication: Practice Periodical on Structural Design and Construction
Volume 25, Issue 3

Abstract

A high concrete gravity retaining wall is usually built at the toe of concrete face rockfill dams to accommodate the toe plinth, to avoid adverse natural conditions or excessive excavation. However, earth pressure on the back of the wall is generally neglected due to lack of information on the distribution and evolution of earth pressure during dam construction and reservoir impounding. In this study, two historic cases are reviewed, and a series of plane strain finite element method simulations are performed with an elastoplastic constitutive model for the retained rockfill. The distribution and variation of the normal and shear stresses along the wall–rockfill interface during construction and impounding are studied, and the influence of the interface friction angle is investigated. The evolution of the total normal and shear forces, as well as their application positions, are also analyzed based on the obtained numerical results. Simplifying the dam above the top of the wall as an evenly distributed surface pressure, an empirical formula is proposed to enable evaluation of earth pressure at rest for design purposes. The involved earth pressure coefficient, equivalent dam height, and correcting factor are suggested based on the numerical results. Earth pressures under empty and full reservoir conditions, as well as some favorable design features, are also suggested.

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Data Availability Statement

Some or all data, models, or code generated or used during the study (the FEM model and the FORTRAN source file for the constitutive model) are available from the corresponding author by request.

Acknowledgments

This work is supported by the National Key Research and Development Program of China (No. 2017YFC0404806) and the National Natural Science Foundation of China (Nos. 51779152, 51539006, and U1765203).

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Go to Practice Periodical on Structural Design and Construction
Practice Periodical on Structural Design and Construction
Volume 25Issue 3August 2020

History

Received: Jul 18, 2019
Accepted: Dec 20, 2019
Published online: Apr 24, 2020
Published in print: Aug 1, 2020
Discussion open until: Sep 24, 2020

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Authors

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Senior Engineer, Geotechnical Engineering Dept., Nanjing Hydraulic Research Institute, 34 Hujuguan Rd., Nanjing 210024, PR China (corresponding author). ORCID: https://orcid.org/0000-0003-4290-1942. Email: [email protected]
Shengshui Chen [email protected]
Professor, Key Laboratory Failure Mechanism and Safety Control Techniques of Earth-Rock Dams, Ministry of Water Resource, 223 Guangzhou Rd., Nanjing 210029, PR China. Email: [email protected]
Engineer, Geotechnical Engineering Dept., Nanjing Hydraulic Research Institute, 34 Hujuguan Rd., Nanjing 210024, PR China. Email: [email protected]

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