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- W585154329 abstract "Triggered by recurring surface distresses on particular spots at Amsterdam Airport Schiphol, a study was performed into tire induced surface cracking. Calculations focused on traffic in curves at various wheel loads, tire pressures, speeds and curve radii (CROW). It has been concluded that asphalt failure stresses close to the pavement surface can occur under certain load conditions, and particularly in high speed taxiway and in areas of sharply turning traffic, such as tight push-back operations with lateral wheel slip. However, failure stresses are not necessarily exceeded because of increasing tire pressures, but mainly due to excessive shear stresses imposed onto the pavement surface as a result of high centrifugal forces or rigidity of a multi-axle main gear in tight curves. It can lead to top-down cracking. Based on linear elastic and visco-elastic VEROAD® calculations and fundamental theory of elasticity for circular loads on an isotropic half space (Gerrard and Harrison, 1970), an analytical model has been developed to analyze the risk of tire induced surface cracking as a function of the tire pressure and the shear stress. The model shows that tire induced surface cracking is solely a material strength issue. The Mohr-Coulomb criterion has been used as the failure criterion. On some issues, the analytical model requires more validation. Mixture cohesion (c) has been found as the crucial parameter to resist tire induced surface cracking. Cohesion tends to drop with increasing temperatures, which means that the risk of surface cracking is highest during summer. Suggestions have been made for laboratory tests to determine mixture cohesion." @default.
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- W585154329 date "2014-01-01" @default.
- W585154329 modified "2023-09-27" @default.
- W585154329 title "Tire Induced Surface Cracking due to Extreme Wheel Loads" @default.
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