Shear Behavior of Compacted Rubber Fiber-Clay Composite in Drained and Undrained Loading-Reference-Cited by-同舟云学术

Shear Behavior of Compacted Rubber Fiber-Clay Composite in Drained and Undrained Loading

Published:2007-07 Issue:7 Volume:133 Page:767-781
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Özkul Zeynep H.¹²,Baykal Gökhan¹²

Affiliation:

1. Geotechnical Professional, Mactec Engineering and Consulting, 3301 Atlantic Ave., Raleigh, NC 27604.

2. Professor, Dept. of Civil Engineering, Bogazici Univ., 34342 Bebek, Istanbul, Turkey.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%291090-0241%282007%29133%3A7%28767%29

Reference39 articles.

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5. Al Wahab R. M. and El-Kedrah M. M. (1995). “Using fibers to reduce tension cracks and shrink/swell in compacted clays.” Geoenvironment 2000 Geotechnical Special Publication No. 46 Y. B. Acar and D. E. Daniel eds. ASCE Reston Va Vol. 1 791–805.

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