Performance of a Stabilized Aggregate Base Subject to Different Durability Procedures-Reference-Cited by-同舟云学术

Performance of a Stabilized Aggregate Base Subject to Different Durability Procedures

Published:2010-05 Issue:5 Volume:22 Page:506-514
ISSN:0899-1561
Container-title:Journal of Materials in Civil Engineering
language:en
Short-container-title:J. Mater. Civ. Eng.

Author:

Khoury Naji N.¹²,Brooks Robert¹²

Affiliation:

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

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

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.1943-5533.0000055

Reference22 articles.

1. Barbu B. G. and Scullion T. (2006). “Repeatability and reproducibility study for tube suction test.” Technical Rep. Submitted to Texas Dept. of Transportation FHWA/TX –06/5/4114–01–1 FHWA Austin Tex.

2. Berg K. C. (1998). “Durability and strength of activated reclaimed Iowa Class C fly ash aggregate in road bases.” MS thesis Iowa State Univ. Ames Iowa.

3. Bergeson K. L. and Barnes A. G. (1998). “Iowa thickness design and guide for low volume roads using reclaimed hydrated Class C fly ash bases.” ISU-ERI-Ames Rep. No. 98401 Iowa State Univ. Ames Iowa.

4. Guthrie W. S. Roper M. B. and Eggett D. L. (2008). “Evaluation of laboratory durability tests for stabilized aggregate base materials.” Transportation Research Board 2008 Annual Meeting (CD-ROM) Transportation Res. Board National Research Council Washington D.C.

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