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Anchored Sheet Pile Wall Design in Expansive Soils
Proceedings of the 18th International Conference on Soil Mechanics and Geotechnical Engineering
  • Ömer Bilgin, University of Dayton
  • Eman Mansour, University of Dayton
Document Type
Conference Paper
Publication Date
1-1-2013
Abstract
Expansive soils cause damage to civil engineering structures in various parts of the world, because they swell when absorb water and shrink when dry out. Due to swelling pressures, retaining walls can be subjected to additional lateral pressures causing increased wall deformations and bending moments. Anchor forces can also increase, if the walls are anchored. When expansive soils are present behind retaining walls, swell pressures should also be considered during design in addition to the traditional lateral earth pressures. This study proposes a method to predict potential swell pressures acting on retaining walls for use in design of these walls. A parametric study using the limit equilibrium approach was performed to investigate the effect of swell pressures on the design of anchored sheet pile walls in expansive soils. The results of the study show that the presence of expansive soils can significantly affect earth retaining structures and swell pressures should be considered in the design of retaining walls when the expansive soils are present at the site.
Inclusive pages
1943-1946
Document Version
Published Version
Comments

This document is provided for download in compliance with the publisher's policy on self-archiving. Permission documentation is on file.

Publisher
International Conference on Soil Mechanics and Geotechnical Engineering
Place of Publication
Paris, France
Peer Reviewed
Yes
Citation Information
Ömer Bilgin and Eman Mansour. "Anchored Sheet Pile Wall Design in Expansive Soils" Proceedings of the 18th International Conference on Soil Mechanics and Geotechnical Engineering Vol. 3 (2013)
Available at: http://works.bepress.com/omer_bilgin/2/