Experimental Methods for the Evaluation of Aggregate Resistance to Polishing, Abrasion, and Breakage-Reference-Cited by-同舟云学术

Experimental Methods for the Evaluation of Aggregate Resistance to Polishing, Abrasion, and Breakage

Published:2007-11 Issue:11 Volume:19 Page:977-985
ISSN:0899-1561
Container-title:Journal of Materials in Civil Engineering
language:en
Short-container-title:J. Mater. Civ. Eng.

Author:

Mahmoud Enad¹²,Masad Eyad¹²

Affiliation:

1. Graduate Research Assistant, Dept. of Civil Engineering, Texas A&M Univ., College Station, TX 77845. E-mail: enad81@neo.tamu.edu

2. E.B. Snead I Associate Professor, Dept. of Civil Engineering, Texas A&M Univ., College Station, TX 77845 (corresponding author). E-mail: emasad@civil.tamu.edu

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%290899-1561%282007%2919%3A11%28977%29

Reference12 articles.

1. Abdul-Malak M. Fowler D. and Constantino C. (1996). “Aggregate characteristics governing performance of seal coat highway overlays.” Transportation Research Record . 1547 Transportation Research Board Washington D.C. 15–22.

2. Application of Imaging Techniques to Geometry Analysis of Aggregate Particles

3. Cooley L. Jr. and James R. (2003). “Micro-Deval testing of aggregates in the southeast.” Transportation Research Record . 1837 Transportation Research Board Washington D.C. 73–79.

4. Crouch L. and Dunn T. (2005). “Identification of aggregates for Tennessee bituminous surface courses.” Project No . TNSPR-RES1149 Final Rep. Tennessee Dept. of Transportation TDOT Cookeville Tenn.

5. A Review of Aggregate Selection Criteria for Improved Wear Resistance and Skid Resistance of Bituminous Surfaces

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