In order to improve the mechanical properties of pavements, reinforcement systems can be employed in asphalt layers. However, the presence of a grid at the interface causes an interlayer de-bonding effect. Moreover, a real challenge is related to the proper in situ installation of grids. The present research aims to evaluate the effectiveness of pavement rehabilitation with fibreglass geogrids. To this purpose, a real-scale field trial was constructed and monitored through Falling Weight Deflectometer measurements. Interface shear tests and flexural tests were also carried out on double-layered samples prepared in the laboratory reproducing realscale field trial characteristics. Moreover, shear tests were also performed on in situ cored specimens. Results mainly showed that a proper installation of the reinforcement is fundamental in order to obtain suitable test results and good pavement performance.

Laboratory characterisation and field validation of geogrid-reinforced asphalt pavements / Pasquini, Emiliano; Bocci, Maurizio; Ferrotti, Gilda; Canestrari, Francesco. - In: ROAD MATERIALS AND PAVEMENT DESIGN. - ISSN 1468-0629. - STAMPA. - 14:1(2013), pp. 17-35. [10.1080/14680629.2012.735797]

Laboratory characterisation and field validation of geogrid-reinforced asphalt pavements

PASQUINI, EMILIANO;BOCCI, MAURIZIO;FERROTTI, Gilda;CANESTRARI, FRANCESCO
2013-01-01

Abstract

In order to improve the mechanical properties of pavements, reinforcement systems can be employed in asphalt layers. However, the presence of a grid at the interface causes an interlayer de-bonding effect. Moreover, a real challenge is related to the proper in situ installation of grids. The present research aims to evaluate the effectiveness of pavement rehabilitation with fibreglass geogrids. To this purpose, a real-scale field trial was constructed and monitored through Falling Weight Deflectometer measurements. Interface shear tests and flexural tests were also carried out on double-layered samples prepared in the laboratory reproducing realscale field trial characteristics. Moreover, shear tests were also performed on in situ cored specimens. Results mainly showed that a proper installation of the reinforcement is fundamental in order to obtain suitable test results and good pavement performance.
2013
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Utilizza questo identificativo per citare o creare un link a questo documento: https://hdl.handle.net/11566/82572
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