Geotechnical Properties of Problem Soils Stabilized with Fly Ash and Limestone Dust in Philadelphia-Reference-Cited by-同舟云学术

Geotechnical Properties of Problem Soils Stabilized with Fly Ash and Limestone Dust in Philadelphia

Published:2011-05 Issue:5 Volume:23 Page:711-716
ISSN:0899-1561
Container-title:Journal of Materials in Civil Engineering
language:en
Short-container-title:J. Mater. Civ. Eng.

Author:

Brooks Robert¹²³,Udoeyo Felix F.¹²³,Takkalapelli Keerthi V.¹²³

Affiliation:

1. Associate Professor, Dept. of Civil and Environmental Engineering, Temple Univ., 1947 N. 12th St., Philadelphia, PA 19122.

2. Assistant Professor, Dept. of Civil and Environmental Engineering, Temple Univ., 1947 N. 12th St., Philadelphia, PA 19122 (corresponding author).

3. Graduate Student, Dept. of Civil and Environmental Engineering, Temple Univ., 1947 N. 12th St., Philadelphia, PA 19122.

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.1943-5533.0000214

Reference19 articles.

1. Lime stabilization of clay minerals and soils

2. Use of Class C Fly Ashes for the Stabilizationof an Expansive Soil

3. Edil T. B. Berthoueux P. M. and Vesperman K. D. (1987). “Fly ash as a potential waste liner.” Proc. Geotechnical Practice for Waste Disposal R. D. Woods ed. ASCE New York 447–461.

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