Learn more about Institutional subscriptionsCorrespondence to
Ali Khodaii. Learn more about Institutional subscriptionsPlacing a structural asphalt overlay atop existing pavements is one of the conventional methods used in pavement rehabilitation. The objectives of this experiment was to investigate the effects of grid stiffness, tensile strength, coating type, amount of tack coat, overlay thickness, crack width and stiffnesses of asphalt overlay and existing asphalt concrete on propagation of the reflection cracking. The financial support of Mid-Atlantic University Transportation Center and the Huesker, Inc. However, reflective cracking in the new overlay continues to be a challenge associated with pavement rehabilitation. 1007/978-3-319-42797-3_26Published: 16 September 2016
Publisher Name: Springer, Cham
Print ISBN: 978-3-319-42796-6
Online ISBN: 978-3-319-42797-3eBook Packages: Chemistry and Materials ScienceChemistry and Material Science (R0)Subscribe to our newsletter and stay up to date with the latest updates and documents!
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This is a preview of subscription content, access via your institution. Effect of crack width of the existing layer is significant when its magnitude increases from 6 to 9 mm. Correspondence to
Mansour Solaimanian .
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THIS PAPER DESCRIBES THE CAUSES OF REFLECTION CRACKING AND SEVERAL EXPERIMENTAL TECHNIQUES FOR ITS CONTROL. 39,95 €Price includes VAT (Pakistan)Rent this article via DeepDyve.
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Asphalt concrete was placed on the top of concrete slabs. This study was conducted to evaluate the effectiveness of using such a geocomposite interlayer to improve pavement performance, specifically in terms of resistance to reflective cracking. Instant access to the full article PDF. 39,95 €Price includes VAT (Pakistan)Rent this article via DeepDyve. PRELIMINARY CONCLUSIONS ARE DRAWN AS TO THE EFFECTIVENESS OF THE EXPERIMENTAL TECHNIQUES DESCRIBED. Generally, glass grid is more effective in reinforced overlay than polyester grid.
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THE PAPER CONCLUDES THAT REFLECTION CRACKING CAN BE ELIMINATED ONLY BY THE DEVELOPMENT OF NEW TECHNIQUES FOR HANDLING JOINTS IN RESURFACING. PARTICULAR EMPHASIS IS PLACED ON THE STRAINS IMPOSED IN BITUMINOUS- CONCRETE SURFACES BY THE HORIZONTAL MOVEMENT OF CONCRETE SLABS AT JOINTS AND CRACKS DUE TO TEMPERATURE CHANGES. is greatly appreciated. /AUTHOR/The National Academies of Sciences, Engineering, and MedicineCopyright 2022 National Academy of Sciences.
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All Rights Reserved. The bottom-up reflective cracking could not be developed during this test in neither the control nor the experimental slabs. Two slabs were made, one as the control system without a geocomposite interlayer, and the other as the experimental system with a geocomposite interlayer. The thinner slab was placed on a rubber mat to deliver uniform thickness and flat internet for placement of asphalt.
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The underlying concrete slab was placed in two different thicknesses, with a space between slabs to simulate the joint. Scott Milander, NECEPT laboratory coordinator, who led the laboratory efforts in conducting the accelerated testing. Accelerated loading of the asphalt overlay was conducted using a 3rd Scale Model Mobile Load Simulator (MMLS3) system. MEASUREMENTS WERE MADE OF JOINT OPENINGS AND CLOSINGS IN CONCRETE PAVEMENTS TO DETERMINE THE MAGNITUDE OF STRAINS IMPOSED UPON THE RESURFACING. .