| People | Locations | Statistics |
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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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Chabot, Armelle
in Cooperation with on an Cooperation-Score of 37%
Topics
Publications (22/22 displayed)
- 2022Interlaminar Mode-I Fracture Characterization Underwater of Reinforced Bituminous Specimenscitations
- 2022Development of an in-situ measurement device for airfield pavement interface characterizationcitations
- 2022Design of reinforced pavements with glass fiber grids: from laboratory evaluation of the fatigue life to accelerated full-scale testcitations
- 2021Development of an in-situ measurement device for airfield pavement interface characterizationcitations
- 2020Interlaminar Mode-I Fracture Characterization Underwater of Reinforced Bituminous Specimenscitations
- 2020Design of reinforced pavements with glass fiber grids: from laboratory evaluation of the fatigue life to accelerated full-scale testcitations
- 2020Simulation of Damage Scenarios in a Bituminous Pavement Tested under FABAC ALT using M4-5ncitations
- 2019Pour une solution durable du renforcement des infrastructures par grilles en fibre de verre
- 2019For Sustainable Reinforcements of Infrastructures with Coated Glass Fiber Grids
- 2018Introduction ; Introduction: State-of-the-Art Report of RILEM Technical Committee 241-MCDcitations
- 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
- 2017Characterization 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
- 20168th RILEM International Conference on Mechanisms of Cracking and Debonding in Pavementscitations
- 2013Mechanical analysis of a mixed mode debonding test for composite pavementscitations
- 2012A four-point bending test for the bonding evaluation of composite pavementcitations
- 2007A modeling to understand where a vertical crack can propagate in pavements
- 2004Modeling of stresses for cracking in pavements
- 2004A simplified modelling for cracking in pavements
- 2002A continuum Damage Approach of Asphalt Concrete Fatigue Tests
- 2002A continuum Damage Approach of Asphalt Concrete Fatigue Tests
Places of action
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conferencepaper
A modeling to understand where a vertical crack can propagate in pavements
Abstract
To understand how a pre-existing vertical crack can propagate and damage pavements an alternative modeling is proposed to be used. For the multilayered pavement structures, the simplified modelling, named the multi-particle model of multi-layer materials (M4) with 5n equilibrium equations (n: number of pavement layers) is linked to the Boussinecq solution for the soil (Tran, 2004) (Chabot et al., 2005). This approach has the advantage of reducing the real 3D problem to the determination of regular plane fields (x,y) per layer and interface. Heavy loads, thermal loadings and thermal shrinkage phenomena have been integrated and validated with respect to finite element computations. It shows that the bond between layers near vertical cracks is damaged by normal and shear stresses. These combined effects are proposed to be medeled to understand corner crack initiation phenomenon of cemented concrete slab. Surface observations on concrete pavements with joints help the discussion.