Chapter
Apr 26, 2012
Valorization of Stabilized River Sediments in Self Compacting Materials
Authors: Zhibo Duan, Zoubeir Lafhaj [email protected], Imen Bel Hadj Ali, and Sébastien DucellierAuthor Affiliations
Publication: Geo-Frontiers 2011: Advances in Geotechnical Engineering
Abstract
This article presents a study of the valorization of polluted rivers sediments after treatment by stabilization. The paper is divided into three parts. The first part presents the process of treatment, which was selected to stabilize organic and inorganic pollutants present in sediments. The second part deals with the experimental campaign and methodology adopted in this study. The third part is devoted to the study and analysis of the main results of valorization of treated sediments included in the composition of a self-compacting material intended for backfill trenches. Several formulations with different ratio of sediments, sand, cement and lime were investigated. The keys parameters determined were the immediate bearing capacity ratio and the compressive strength at 28 days. 75% of treated sediments, 25% of sand, 2% of cement and 4% of lime constitutes the formulation, which was selected.
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© 2011 American Society of Civil Engineers.
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Published online: Apr 26, 2012
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ASCE Technical Topics:
- Cement
- Compaction (material)
- Concrete
- Engineering materials (by type)
- Environmental engineering
- Geomechanics
- Geotechnical engineering
- Lime
- Materials characterization
- Materials engineering
- Minerals
- Pollution
- River bank stabilization
- River engineering
- Rivers and streams
- Sediment
- Soil cement
- Soil compression
- Soil dynamics
- Soil mechanics
- Soil properties
- Water and water resources
- Water pollution
Authors
Affiliations
Zhibo Duan
Laboratoire de Mécanique de Lille, CNRS UMR 810, 7Boulevard Paul Langevin, F-59655, Villeneuve d'Ascq Cedex
Ecole Centrale de Lille, Cité Scientifique, F-59651, Villeneuve d'Ascq Cedex.E-mail: [email protected]
Imen Bel Hadj Ali
Laboratoire de Mécanique de Lille, CNRS UMR 810, 7Boulevard Paul Langevin, F-59655, Villeneuve d'Ascq Cedex
Sébastien Ducellier
Laboratoire de Mécanique de Lille, CNRS UMR 810, 7Boulevard Paul Langevin, F-59655, Villeneuve d'Ascq Cedex
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