Abstract
Element 1 of the OECD DIVINE international coordinated research programme was an accelerated pavement test undertaken at the Canterbury Accelerated Pavement Testing Indoor Facility (CAPTIF) in Christchurch, New Zealand in which parallel wheel paths on the same pavement were subjected to vehicle loads which were identical statically, but very different dynamically. Throughout the test extensive measurements were conducted on both the pavement and the vehicles. These included pavement material properties, the dynamic wheel forces applied, the longitudinal and transverse pavement profiles, tensile strains in the asphalt layer, vertical strains in the basecourse and subgrade layers, pavement deflections and cracking. In this paper, the changes in these various measured parameters throughout the test are analysed and presented. The correlation of dynamic loading patterns and construction variability with changes in profile, rutting and cracking are investigated. The effect of dynamic loading on the development of pavement distress and ultimately pavement life is estimated.
Sign-in/Register to access full text options 
Talk to us
Join us for a 30 min session where you can share your feedback and ask us any queries you have
Schedule a callDisclaimer: All third-party content on this website/platform is and will remain the property of their respective owners and is provided on "as is" basis without any warranties, express or implied. Use of third-party content does not indicate any affiliation, sponsorship with or endorsement by them. Any references to third-party content is to identify the corresponding services and shall be considered fair use under The CopyrightLaw.
