Volume Change Behavior of Expansive Soil Stabilized with Coir Waste-Reference-Cited by-同舟云学术

Volume Change Behavior of Expansive Soil Stabilized with Coir Waste

Published:2015-06 Issue:6 Volume:27 Page:04014195
ISSN:0899-1561
Container-title:Journal of Materials in Civil Engineering
language:en
Short-container-title:J. Mater. Civ. Eng.

Author:

Jayasree P. K.¹,Balan K.²,Peter Leema¹,Nisha K. K.³

Affiliation:

1. Assistant Professor, Dept. of Civil Engineering, College of Engineering Trivandrum, Kerala, India.

2. Professor, Dept. of Civil Engineering, College of Engineering Trivandrum, Kerala 695016, India (corresponding author).

3. Assistant Engineer, Central Public Works Dept., Kannur, Kerala, 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%29MT.1943-5533.0001153

Reference23 articles.

1. Effect of random fiber inclusion on consolidation, hydraulic conductivity, swelling, shrinkage limit and desiccation cracking of clays;Abdi M. R.;Int. J. Civ. Eng.,2008

2. Effect of fly ash on the engineering properties of swelling soils;Al-Dahlaki M. H.;J. Eng. Dev.,2007

3. Effect of microsilica on the swelling characteristics of expansive soils with and without lime;Al-Sharify G. A.;Al—Qadisiya J. Eng. Sci.,2011

4. Undrained shear strength and swelling characteristics of cement treated soil;Al-Zoubi M. S.;Jordan J. Civ. Eng.,2008

5. Reduction of the shrinkage-swelling potential with polymer nanocomposite stabilization

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