Chapter
Apr 26, 2012

Contribution of Loamy Soil Treatment to Improve Embankments Performance

Publication: Characterization, Modeling, and Performance of Geomaterials: Selected Papers From the 2009 GeoHunan International Conference

Abstract

This paper shows for a loamy soil the benefits of lime treatment on the evolution of the geomechanical properties governing the slope stability and the resistance against erosion of embankments. The main results indicate that the effective internal friction angle (φ') is quite unchanged through time, while the effective cohesion (c') strongly increases. Furthermore, erosion tests using the LCPC erodimeter on slopes between 0 and 30 degrees, and for a curing time up to 112 days, have shown that the treated soil becomes insensitive to erosion after a few days. These results clearly establishe the benefits of lime treatment in safety and serviceability of embankments for highways and high speed trains and, consequently, have an important impact on the reduction of their life cycle costs.

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Go to Characterization, Modeling, and Performance of Geomaterials
Characterization, Modeling, and Performance of Geomaterials: Selected Papers From the 2009 GeoHunan International Conference
Pages: 186 - 191

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Published online: Apr 26, 2012

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Régis De Bel [email protected]
Belgian Road Research Center, Sterrebeek, Belgium. E-mail: [email protected]
Antonio Gomes Correia [email protected]
University of Minho, Guimarães, Portugal. E-mail: [email protected]
Jean-Claude Verbrugge [email protected]
Université Libre de Bruxelles, Bruxelles & Gembloux Agronomical University, Gembloux, Belgium, [email protected] &. E-mail: [email protected]

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