The effects of compaction temperature on CRM mixtures made with the SGC and the Marshall compactor-Reference-Cited by-同舟云学术

The effects of compaction temperature on CRM mixtures made with the SGC and the Marshall compactor

Published:2008-06 Issue:6 Volume:22 Page:1122-1128
ISSN:0950-0618
Container-title:Construction and Building Materials
language:en
Short-container-title:Construction and Building Materials

Author:

Lee Soon-Jae,Amirkhanian Serji N.,Kwon Seung-Zoon

Publisher

Elsevier BV

Subject

General Materials Science,Building and Construction,Civil and Structural Engineering

Reference15 articles.

1. AASHTO T 312, Preparing and determining the density of hot-mix asphalt (HMA) specimens by means of the Superpave gyratory compactor. Washington [DC]: AASHTO Standards; 2004.

2. Amirkhanian S, Corley M. Utilization of rubberized asphalt in the United States – an overview. In: Proceedings advanced technologies in asphalt pavements, South Korea; 2004. p. 3–13.

3. ASTM. Standard viscosity temperature chart for asphalts. ASTM D 2493, Annual book of ASTM Standards V. 05.01 (Petroleum products and lubricants). West Conshohocken [PA]; 2001.

4. Optimum compaction temperature for modified binders;Azari;J Transport Eng, ASCE,2003

5. Bahia HU. Recommendations for mixing and compaction temperatures of modified binders, Draft topical report for NCHRP study No. 9–10. National Cooperative Highway Research Program, Washington [DC]; 2000.

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