Laboratory cracking and interlayer bond strength performance characterization of full-scale accelerated geosynthetic reinforced asphalt concrete
Author:
Funder
US Army Corps of Engineers Cold Regions Research and Engineering Laboratory
Publisher
Elsevier BV
Reference26 articles.
1. An investigation on the interface bond strength of geosynthetic-reinforced asphalt concrete using Leutner shear test;Sudarsanan;Constr. Build. Mater.,2018
2. R.L. Lytton, Use of Geotextiles for Reinforcement and Strain Relief in Asphalt Concrete, 1989.
3. A simplified overlay design model against reflective cracking utilizing service life prediction;Elseifi;Road. Mater. Pavement Des.,2004
4. Mitigation strategies for reflection cracking in rehabilitated pavements – a synthesis;Dhakal;Int. J. Pavement Res. Technol.,2016
5. J. Habbouche, E.Y. Hajj, N.E. Morian, P.E. Sebaaly, M. PiratheepanReflective cracking relief interlayer for asphalt pavement rehabilitation: from development to demonstration Asph. Paving Technol.: Assoc. Asph. Paving Technol. -Proc. Tech. Sess., Assoc. Asph. Paving Technol. ,2017, 10.1080/14680629.2017.1389080..
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