Desiccation Cracking Behavior of Geofiber-Reinforced Expansive Clay-Reference-Cited by-同舟云学术

Desiccation Cracking Behavior of Geofiber-Reinforced Expansive Clay

Published:2016-08-08 Issue: Volume: Page:
ISSN:
Container-title:Geo-Chicago 2016
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Author:

Chaduvula Uma¹²³,Viswanadham B. V. S.¹²³,Kodikara Jayantha¹²³

Affiliation:

1. Ph.D. Research Scholar, IITB Monash Research Academy, Indian Institute of Technology Bombay, Mumbai 400076, India.

2. Professor, Dept. of Civil Engineering, Indian Institute of Technology Bombay, Mumbai 400076, India.

3. Professor, Dept. of Civil Engineering, Monash Univ., Victoria 3800, Australia.

Publisher

American Society of Civil Engineers

Link

http://ascelibrary.org/doi/pdf/10.1061/9780784480144.036

Reference20 articles.

1. Image processing with ImageJ;Abramoff M. D.;Biophotonics International.,2004

2. Effect of Desiccation on Compacted Natural Clays

3. Corte A. & Higashi A. (1960). `Experimental research on desiccation cracks in soil'. U.S. Army Snow Ice and Permafrost Research Establishment Wilmette III Research report 66 (45-98).

4. Effects of Fiber Additives on the Desiccation Crack Behavior of the Compacted Akaboku Soil as A Material for Landfill Cover Barrier

5. Kodikara J.K. Barbour S.L. & Fredlund D.G. (2000). `Desiccation cracking of soil layers'. In Proceedings of Asian Conference on Unsaturated Soils: From Theory to Practice (ed. by Rahardjo H. Toll D. G. and Leong E.C.) A.A. Balkema 693-698

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