Sensitivity of Untreated Reclaimed Asphalt Pavement to Moisture, Density, and Freeze Thaw-Reference-Cited by-同舟云学术

Sensitivity of Untreated Reclaimed Asphalt Pavement to Moisture, Density, and Freeze Thaw

Published:2010-12 Issue:12 Volume:22 Page:1260-1269
ISSN:0899-1561
Container-title:Journal of Materials in Civil Engineering
language:en
Short-container-title:J. Mater. Civ. Eng.

Author:

Attia Mohamed¹²,Abdelrahman Magdy¹²

Affiliation:

1. Graduate Research Assistant, Dept. of Civil Engineering, North Dakota State Univ., CIE 201F, Fargo, ND 58105 (corresponding author).

2. Assistant Professor, Dept. of Civil Engineering, North Dakota State Univ., CIE 201F, Fargo, ND 58105.

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.1943-5533.0000135

Reference33 articles.

1. Alam T. B. (2008). “Structural properties of recycled asphalt pavement as a base layer.” MS thesis North Dakota State Univ. Fargo N.D.

2. ASTM. (2003). “Standard test method for freezing and thawing compacted soil-cement mixture.” D560-03 West Conshohocken Pa.

3. ASTM. (2008). “Standard test method for resistance of concrete to rapid freezing and thawing.” C666-03 West Conshohocken Pa.

4. Bejarano M. O. (2001). “Evaluation of recycled asphalt concrete materials as aggregate base.” Technical Memorandum TM-UCB-PRC-2001-4 District 2 Materials Branch prepared for California Dept. of Transportation Pavement Research Center University of California Berkeley Calif.

5. Bennert T. and Maher A. (2005). “The development of a performance specification for granular base and subbase material.” Publication No. FHWA-NJ-05-003 Federal Highway Administration (FHWA) DOT Washington D.C.

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