Use of Superpave Gyratory Compaction Data for Rutting Prediction-Reference-Cited by-同舟云学术

Use of Superpave Gyratory Compaction Data for Rutting Prediction

Published:2006-09 Issue:9 Volume:132 Page:734-741
ISSN:0733-947X
Container-title:Journal of Transportation Engineering
language:en
Short-container-title:J. Transp. Eng.

Author:

Archilla Adrián Ricardo¹

Affiliation:

1. Assistant Professor, Dept. of Civil and Environmental Engineering, Univ. of Hawaii at Manoa, Holmes Hall 383, 2540 Dole St., Honolulu, HI 96822. E-mail: ara@wiliki.eng.hawaii.edu

Publisher

American Society of Civil Engineers (ASCE)

Subject

Transportation,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-947X%282006%29132%3A9%28734%29

Reference21 articles.

1. Anderson R. M. and Bahia H. U. (1997). “Evaluation and selection of aggregate gradations for asphalt mixtures using superpave.” Transportation Research Record 1583 Transportation Research Board National Research Council Washington D.C. 91–97.

2. Anderson R. M. Turner P. A. Peterson R. L. and Mallick R. B. (2002). “Relationship of superpave gyratory compaction properties to HMA rutting behavior.” NCHRP Rep. No. 478 Transportation Research Board National Research Council Washington D.C.

3. Archilla A. R. (2000). “Development of rutting progression models by combining data from multiple sources.” Ph.D. Dissertation Univ. of California Berkeley Calif.

4. Archilla A. R. (2006). “Repeated measurement data analysis in pavement deterioration modeling.” J. Infrastruct. Syst. in press.

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