Cold In-Place Recycling Characterization for Single-Component or Multiple-Component Binder Systems-Reference-Cited by-同舟云学术

Cold In-Place Recycling Characterization for Single-Component or Multiple-Component Binder Systems

Published:2016-11 Issue:11 Volume:28 Page:04016118
ISSN:0899-1561
Container-title:Journal of Materials in Civil Engineering
language:en
Short-container-title:J. Mater. Civ. Eng.

Author:

Cox Ben C.¹,Howard Isaac L.²

Affiliation:

1. Research Civil Engineer, U.S. Army Engineer Research and Development Center, CEERD-GMA, 3909 Halls Ferry Rd., Vicksburg, MS 39180; formerly, Ph.D. Student, Dept. of Civil and Environmental Engineering, Mississippi State Univ., 501 Hardy Rd., P.O. Box 9546, Mississippi State, MS 39762 (corresponding author).

2. Associate Professor, Materials and Construction Industries Chair, Dept. of Civil and Environmental Engineering, Mississippi State Univ., 501 Hardy Rd., P.O. Box 9546, Mississippi State, MS 39762.

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.1943-5533.0001621

Reference43 articles.

1. AASHTO. (2010). “Determining rutting susceptibility of hot mix asphalt (HMA) using the asphalt pavement analyzer (APA).” AASHTO T340 Washington DC.

2. AASHTO. (2013a). “Bulk specific gravity (Gmb) and density of compacted hot mix asphalt (HMA) using automatic vacuum sealing method.” AASHTO T331 Washington DC.

3. AASHTO. (2013b). “Bulk specific gravity (Gmb) of compacted hot mix asphalt (HMA) using saturated surface-dry specimens.” AASHTO T166 Washington DC.

4. AASHTO. (2013c). “Theoretical maximum specific gravity (Gmm) and density of hot mix asphalt (HMA).” AASHTO T209 Washington DC.

5. AASHTO. (2014). “Percent air voids in compacted dense and open asphalt mixtures.” AASHTO T269 Washington DC.

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