Compaction Characteristics, Unconfined Compressive Strengths, and Coefficients of Permeability of Fine-Grained Soils Mixed with Crumb-Rubber Tire-Reference-Cited by-同舟云学术

Compaction Characteristics, Unconfined Compressive Strengths, and Coefficients of Permeability of Fine-Grained Soils Mixed with Crumb-Rubber Tire

Published:2017-09 Issue:9 Volume:29 Page:04017148
ISSN:0899-1561
Container-title:Journal of Materials in Civil Engineering
language:en
Short-container-title:J. Mater. Civ. Eng.

Author:

Ajmera Beena¹,Tiwari Binod²,Koirala Janak³,Obaid Zahraa³

Affiliation:

1. Assistant Professor, Dept. of Civil and Environmental Engineering, California State Univ., 800 N. State College Blvd., E-318, Fullerton, CA 92834 (corresponding author).

2. Professor, Dept. of Civil and Environmental Engineering, California State Univ., 800 N. State College Blvd., E-419, Fullerton, CA 92834.

3. Graduate Student, Dept. of Civil and Environmental Engineering, California State Univ., Fullerton, CA 92834.

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.1943-5533.0001989

Reference46 articles.

1. Modification of clayey soils using scrap tire rubber and synthetic fibers

2. Natural clay-shredded tire mixtures as landfill barrier materials

3. The use of shredded waste tires to improve the geotechnical engineering properties of sands

4. Soil Modification by Cement Kiln Dust

5. Lime stabilization of clay minerals and soils

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