Impact of Lime, Cement, and Clay Treatments on the Internal Erosion of Compacted Soils-Reference-Cited by-同舟云学术

Impact of Lime, Cement, and Clay Treatments on the Internal Erosion of Compacted Soils

Published:2016-09 Issue:9 Volume:28 Page:04016071
ISSN:0899-1561
Container-title:Journal of Materials in Civil Engineering
language:en
Short-container-title:J. Mater. Civ. Eng.

Author:

Mehenni Abdelwadoud¹,Cuisinier Olivier²,Masrouri Farimah³

Affiliation:

1. Ph.D. Student, Laboratoire d’Energétique et de Mécanique Théorique et Appliquée, UMR 7563 CNRS, Université de Lorraine, 2 rue du Doyen Marcel Roubault, TSA 70605, 54518 Vandoeuvre Les Nancy, France; DTP—Bouygues Construction, Challenger, 1 Ave. Eugène Freyssinet, Guyancourt, 78061 St-Quentin-en-Yvelines, France (corresponding author).

2. Associate Professor, Laboratoire d’Energétique et de Mécanique Théorique et Appliquée, UMR 7563 CNRS, Université de Lorraine, 2 rue du Doyen Marcel Roubault, TSA 70605, 54518 Vandoeuvre Les Nancy, France.

3. Professor, Laboratoire d’Energétique et de Mécanique Théorique et Appliquée, UMR 7563 CNRS, Université de Lorraine, 2 rue du Doyen Marcel Roubault, TSA 70605, 54518 Vandoeuvre Les Nancy, France.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29MT.1943-5533.0001573

Reference45 articles.

1. Characterization and Chemical Stabilization of Al-Qurayyah Sabkha Soil

2. ASTM. (1998a). “Standard test method for identification and classification of dispersive clay soils by the pinhole test.” ASTM D4647-98 West Conshohocken PA 11.

3. ASTM. (1998b). “Standard test method for laboratory compaction characteristics of soil using standard effort.” ASTM D698-98 West Conshohocken PA 8.

4. Attom M. (2012). “The effect of compaction condition and initial water content on soil erosion.” Int. Conf. Scour Erosion ICSE6 Societe Hydrotechnique de France Paris 49–56.

5. Lime stabilization of clay minerals and soils

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