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Naji, M. |
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Motta, Antonella |
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Aletan, Dirar |
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Mohamed, Tarek |
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Ertürk, Emre |
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Taccardi, Nicola |
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Kononenko, Denys |
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Petrov, R. H. | Madrid |
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Alshaaer, Mazen | Brussels |
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Bih, L. |
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Casati, R. |
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Muller, Hermance |
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Kočí, Jan | Prague |
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Šuljagić, Marija |
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Kalteremidou, Kalliopi-Artemi | Brussels |
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Azam, Siraj |
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Ospanova, Alyiya |
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Blanpain, Bart |
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Ali, M. A. |
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Popa, V. |
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Rančić, M. |
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Ollier, Nadège |
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Azevedo, Nuno Monteiro |
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Landes, Michael |
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Rignanese, Gian-Marco |
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Nguyen, Mai, Lan
in Cooperation with on an Cooperation-Score of 37%
Topics
Publications (12/12 displayed)
- 2022Interlaminar Mode-I Fracture Characterization Underwater of Reinforced Bituminous Specimenscitations
- 2021Fatigue process analysis of aged asphalt concrete from two-point bending test using acoustic emission and curve fitting techniquescitations
- 2021Fatigue damage monitoring and analysis of aged asphalt concrete using acoustic emission techniquecitations
- 2020Accelerated pavement testing for the evaluations of structural design and safety performance of an innovative road coating
- 2020Numerical and experimental investigations of asphalt pavement behaviour, taking into account interface bonding conditionscitations
- 2020Investigation of Crack Propagation in Asphalt Pavement Based on APT Result and LEFM Analysiscitations
- 2020Simulation of Damage Scenarios in a Bituminous Pavement Tested under FABAC ALT using M4-5ncitations
- 2019For Sustainable Reinforcements of Infrastructures with Coated Glass Fiber Grids
- 2018Characterization of the bond between asphalt layers and glass grid layer with help of a Wedge Splitting Testcitations
- 2017Characterization of debonding at the interface between layers of heterogeneous materials coming from roads
- 20163D complex modulus tests on bituminous mixture with sinusoidal loadings in tension and/or compressioncitations
- 2013Validation of the time-temperature superposition principle for crack propagation in bituminous mixturescitations
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document
Characterization of the bond between asphalt layers and glass grid layer with help of a Wedge Splitting Test
Abstract
With the aim of increasing the durability of pavements, the use of glass fiber grid to reinforce asphalt pavements has received a lot of attention in recent years. Performance of the bond between asphalt layers including a glass fiber grid at the interface is among the important parameters to be investigated. In this work, the Wedge Splitting Test (WST) developed by Tschegg (1986) is chosen to evaluate the bond between such material layers. The aim of this study is to characterize the fracture mechanical behavior of the interface through the specific fracture energy GF. Experiments are performed on specimens extracted from full scale pavement sections. These specimens of significant size (200 × 200 × 150 mm3) are prepared with a cylindrical groove instead of a habitual rectangular groove. As recommended in the literature, a slim wedge of 14° is used to ensure the characterization of the bond in a quasi-pure crack opening mode I. A notch of 5 mm thick is sawn at the interface between the two material layers to guarantee the initiation of the crack at the interface. Tests are controlled with a constant displacement speed rate of 2 mm/min and constant temperatures (~20°C). A Digital Image Correlation (DIC) technique is used to evaluate and compare the interface crack propagation in two different configurations with and without grid at the interface.