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原文传递 Structural Coefficients of Cold Central-Plant Recycled Asphalt Mixtures
题名: Structural Coefficients of Cold Central-Plant Recycled Asphalt Mixtures
其他题名: AASHTO.(1993)."AASHTO guide for the design of pavement structures."Washington,DC.
正文语种: 英文
作者: M. A. Díaz-Sánchez
关键词: temperature;application;section;central;cycling;mixture;technology;layer;ccpr;observe
摘要: Two full-scale pavement sections built in 2012 at the National Center for Asphalt Technology (NCAT) Test Track were used to assess the structural contribution of cold central-plant recycling (CCPR) with 100% reclaimed asphalt pavement (RAP) and foamed asphalt as a recycling agent (CCPR-foam). The two test sections performed effectively, presenting no evidence of pavement damage during a two-year period of accelerated traffic loading in which 10 million equivalent single-axle loads (ESALs) were applied. Furthermore, ride quality was not significantly affected with the application of traffic. Frequent deflection testing over the duration of the study revealed that CCPR-foam exhibited a similar response to temperature as that observed for conventional asphalt concrete (AC). A procedure based on backcalculated modulus data was followed to determine the structural layer coefficients for the CCPR-foam layers. The layer coefficients were found to vary from 0.14 to 0.15 cm~(−1) (0.36–0.39 in.~(−1)). Quantifying the structural coefficient allows this material to be effectively used in the AASHTO empirical method of pavement thickness design currently employed by many U.S. states.
出版年: 2017
论文唯一标识: P-72Y2017V143N06009
英文栏目名称: TECHNICAL PAPERS
doi: 10.1061/JTEPBS.0000005
期刊名称: Journal of Transportation Engineering
拼音刊名(出版物代码): P-72
卷: 143
期: 06
页码: 70-76
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