Asphalt reinforcing using glass fibre grid “Glasphalt”

Jaecklin, F P; Scherer, Julio Fabio

doi:10.1201/9781482271799-40

Reflective Cracking in Pavements 2004

DOI: 10.1201/9781482271799-40

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Asphalt reinforcing using glass fibre grid “Glasphalt”

F P Jaecklin¹,

Julio Fabio Scherer²

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2013

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Investigations of Fatigue of Asphalt Layers with Geosynthetics

Zieliński

2013

Archives of Civil Engineering

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This paper presents the results of an extensive investigation of asphalt concrete beams with geosynthetics interlayer. The subject of the research is an evaluation of infl uence of geosynthetics interlayer applied to bituminous samples on their fatigue life. The results of the tests evidences that when geosynthetics are used, the fatigue life depends mainly on the type of bituminous mixture, the type of geosynthetics, and the type and the amount of bitumen used for saturation and sticking. The amount of bitumen used to saturate and fi x the geosynthetic signifi cantly changes the samples fatigue properties. Essential positive correlation between fatigue and parameters of interlayer bonding (shear strength, shear stiffness) occurs in both testing temperatures.

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Investigations of Fatigue of Asphalt Layers with Geosynthetics

Zieliński

2013

Archives of Civil Engineering

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Asphalt reinforcing using glass fibre grid “Glasphalt”

Cited by 1 publication

References 0 publications

Investigations of Fatigue of Asphalt Layers with Geosynthetics

Investigations of Fatigue of Asphalt Layers with Geosynthetics

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