Affiliation:
1. Road and Bridge Research Institute
2. Vilnius Gediminas Technical University
Abstract
Geogrid materials applied within asphalt layers defer or prevent the occurrence of reflective cracking. The
contribution of this work significantly adds to extending pavement serviceability and improving benefit/cost analysis.
Since 1970s many studies have demonstrated the benefits of geogrid reinforcement in asphalt pavements, but this
knowledge did not translate to their extensive usage in the actual construction practice. Among potential reasons are
higher initial costs, lack of in-depth understanding of working mechanism within adjacent asphalt layers and lack of
commonly standard design procedures. This paper presents a recent study, which investigated the effect of geogrid
reinforcement on asphalt mixture specimens. Two types of laboratory experiments were conducted, namely monotonic
(strength and fracture) testing and cyclic (fatigue and modulus) testing. The results demonstrated a significant
strengthening contribution of geogrid, which was observed regarding fracture energy results and terminal deflections
in the fatigue testing. This paper also presents a short example connecting pavement deflections with the allowable axle
loading (also known as fatigue life) to demonstrate the practical implications of geogrid reinforcement. The undertaken
analysis shows the reduction of pavement deflections due to the geogrid application, which potentially leads to a significant
extension of pavement fatigue life. Paper concludes with several recommendations for further work in the area of
geogrid reinforcement.
Publisher
Riga Technical University
Subject
Building and Construction,Civil and Structural Engineering
Reference21 articles.
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2. Asphalt reinforcement
through geosynthetics: design method and UK experience;Brusa, N.,2016
3. Guidelines for Using Geosynthetics with Hot-Mix Asphalt Overlays to Reduce Reflective Cracking
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Stops on Vilnius City Streets;Čygas, D.,2004
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