Engineering Behavior of a Remolded Expansive Clay Blended with Lime, Calcium Chloride, and Rice-Husk Ash-Reference-Cited by-同舟云学术

Engineering Behavior of a Remolded Expansive Clay Blended with Lime, Calcium Chloride, and Rice-Husk Ash

Published:2008-08 Issue:8 Volume:20 Page:509-515
ISSN:0899-1561
Container-title:Journal of Materials in Civil Engineering
language:en
Short-container-title:J. Mater. Civ. Eng.

Author:

Sharma Radhey S.¹²³,Phanikumar B. R.¹²³,Rao B. Varaprasada¹²³

Affiliation:

1. Associate Professor, Dept. of Civil and Environmental Engineering, Louisiana State Univ., 3505 Patrick Taylor Hall, Baton Rouge, LA 70803 (corresponding author). E-mail: rsharma@lsu.edu

2. Professor, Dept. of Civil Engineering, Vellore Institute of Technology, Vellore, Tamilnadu 632014, India.

3. Lecturer, Dept. of Architecture, Government Polytechnic for Women, Kakinada 533 004, India.

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%282008%2920%3A8%28509%29

Reference45 articles.

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2. Alonso E. E. Gens A. and Hight D. W. (1987). “Special problem soils: General report.” Proc. 9th European Conf. on Soil Mechanics Vol. 3 1087–1146.

3. Shallow Slides in Compacted High Plasticity Clay Slopes

4. Basha A. M. Hashim R. and Muntohar A. S. (2003). “Effect of the cement rice husk ash on the plasticity and compaction of soil.” Electron. J. Geotechnical Engineering 8.

5. Bhuyian J. U. Little J. N. and Graves R. E. (1995). “Evaluation of calcareous base course materials stabilized with low percentages of lime in South Texas.” Transportation Research Record . 1486 Transportation Research Board Washington D.C.

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