Reflective cracking in asphaltic overlays on rigid pavements can be delayed
L. Francken, E. Beuving, A.A.A. Molenaar
Abstract
L. Francken, E. Beuving, A.A.A. Molenaar
Abstract
On the basis of construction and traffic data, visual condition surveys and falling weight deflection measurements the structural condition of the pavement was assessed. A number of options were considered and for various design criteria the life time cycle was evaluated, [n this evaluation costs and the practicability of the measure were taken into consideration. The project was executed under a pre-established quality assurance plan.
A significance statement is not available in the OpenAlex record.
A contribution statement is not available in the OpenAlex record.
Method details are not available in the OpenAlex metadata.
Findings are not separately available in the OpenAlex metadata.
Limitations are not available in the OpenAlex metadata.
Application details are not available in the OpenAlex metadata.
On the basis of construction and traffic data, visual condition surveys and falling weight deflection measurements the structural condition of the pavement was assessed. A number of options were considered and for various design criteria the life time cycle was evaluated, [n this evaluation costs and the practicability of the measure were taken into consideration. The project was executed under a pre-established quality assurance plan.
Key concepts: Overlay, Cracking, Asphalt, Geotechnical engineering, Forensic engineering, Fatigue cracking, Geology, Engineering