Effect of Wetting and Drying Cycles on the Behavior of Compacted Expansive Soils-Reference-Cited by-同舟云学术

Effect of Wetting and Drying Cycles on the Behavior of Compacted Expansive Soils

Published:2017-01 Issue:1 Volume:29 Page:04016191
ISSN:0899-1561
Container-title:Journal of Materials in Civil Engineering
language:en
Short-container-title:J. Mater. Civ. Eng.

Author:

Rosenbalm Daniel¹,Zapata Claudia E.²

Affiliation:

1. Licensed Engineer, Geotechnical Services Manager, Smith & Annala Engineering Co. (SAECO), 5861 S. Kyrene Rd., Suite 5, Tempe, AZ 85283 (corresponding author).

2. Associate Professor, School of Sustainable Engineering and the Built Environment, Arizona State Univ., Tempe, AZ 85287-3005.

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.1943-5533.0001689

Reference51 articles.

1. Abbaszadeh M. (2011). “The effect of cracks on unsaturated flow and volume change properties of expansive clays and impacts on foundation performance.” Ph.D. dissertation Arizona State Univ. Tempe AZ.

2. Cyclic Swelling Behavior of Clays

3. The combined effect of clay and moisture content on the behavior of remolded unsaturated soils

4. Prediction of Expansion Degree for Natural Compacted Clays

5. Swelling-shrinkage behavior of natural expansive clays

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