Long-Term Stability Characteristics of a Lime-Treated Plastic Soil-Reference-Cited by-同舟云学术

Long-Term Stability Characteristics of a Lime-Treated Plastic Soil

Published:2007-04 Issue:4 Volume:19 Page:358-366
ISSN:0899-1561
Container-title:Journal of Materials in Civil Engineering
language:en
Short-container-title:J. Mater. Civ. Eng.

Author:

Khattab S. A.¹²³,Al-Mukhtar M.¹²³,Fleureau J.-M.¹²³

Affiliation:

1. Associate Professor, Dept. of Civil Engineering, College of Engineering, Mosul Univ., Al-Majmooah St., Mosul, Iraq.

2. Professor, Centre de Recherches sur la Matière Divisée, CNRS-CRMD UMR6619, Univ. d’Orléans, Ecole Polytechnique de l’Université d’Orléans, 1 bis rue de la Férollerie, 45071 Orleans Cedex 2, France.

3. Professor, Laboratoire de Mécanique, Ecole Centrale Paris and CNRS UMR 8579, Grande voie des vignes, 92295 Châtenay-Malabry Cedex, 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%290899-1561%282007%2919%3A4%28358%29

Reference26 articles.

1. Abouleid A. F. (1985). “Foundation on swelling soils.” Proc. Seminar on Foundation Problems in Egypt and Northern Germany Cairo Egypt 4–43.

2. Effect of wetting and drying on shear strength;Allam M. M.;J. Geotech. Engrg. Div.,1981

3. Property changes induced in clay soils when using lime stabilization;Arabi M.;Municipal Engineer (London),1989

4. Atabek R. Félix B. Robinet J. C. Lahlou R. (1991). “Rheological behavior of saturated expansive clay materials.” Workshop on Stress Partitioning in Engineered Clay Barriers Duke Univ. Durham N.C. 29–31.

5. Lime stabilization of clay minerals and soils

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