Influence of Compaction Temperature on Full Depth Reclamation Strength and Fracture

Author:

Algburi Moatasem H.12,Tarefder Rafiqul A.12

Affiliation:

1. Ph.D. Candidate, Dept. of Civil, Construction, and Environmental Engineering, Univ. of New Mexico, Albuquerque, NM.

2. Dept. of Civil, Construction, and Environmental Engineering, Univ. of New Mexico, Albuquerque, NM.

Publisher

American Society of Civil Engineers

Reference17 articles.

1. Diefenderfer, B. K., Diaz-Sanchez, M., Timm, D. H., and Bowers, B. F. (2016). Structural study of cold central plant recycling sections at the National Center for Asphalt Technology (NCAT) test track (No. VTRC 17-R9). Virginia Transportation Research Council.

2. Cox B. C. and Howard I. L. (2013). Cold in-place recycling and full-depth reclamation literature review. White Paper Number CMRC WP-13-1 Construction Materials Research Center Mississippi State Univ. Starkville MS.

3. Full-Depth Reclamation Process.;Kearney E. J.;Transportation Research Record: Journal of the Transportation Research Board,2007

4. Evaluation of Hamburg wheel-tracking device test with laboratory and field performance data;Lu Q.;Transportation research record,2006

5. Evaluation of Full-Depth Reclamation and Cold Central-Plant Recycling Mixtures for Laboratory Compaction, Mechanistic Response, and Performance Properties

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