Open    Access



Investigation of the Permanent Deformation Characteristics of Overlaid Pavement Incorporating Stress Absorbing Membrane Interlayers



Author(s)

Olumide Moses Ogundipe Nicholas H. Thom Andrew C. Collop

Full-Text PDF XML     299 Views

DOI:10.17265/2328-2142/2014.06.001

Civil Engineering Department, Ekiti State University, Ado-Ekiti 23430, Nigeria
NTEC (Nottingham Transportation Engineering Centre), University of Nottingham, Nottingham 21236, UK
Faculty of Technology, De-Montfort University, Leicester 28748, UK

This study was carried out to evaluate the resistance of overlaid pavement incorporating stress absorbing membrane interlayers to permanent deformation. In this study, the permanent deformation of the interlayer mixtures was determined using the RLAT (repeated load axial text) carried out in the Nottingham Asphalt Tester. Also, a test pavement was constructed in the laboratory to assess the resistance to permanent deformation of overlaid pavement incorporating SAMIs (stress absorbing membrane interlayers). The test pavement was divided into two along the centre line. Each of the divisions has three sections—two having SAMIs and one without SAMIs. The pavement was instrumented and trafficked. Trafficking was stopped when the pavement was deemed to have failed. The results showed that the measured permanent deformation values of the control sections were less than the sections having SAMIs. The increased permanent deformation values indicate that the introduction of SAMIs causes more vertical/horizontal deformation of the pavement. It was also found that the permanent deformation values varied depending on the composition and thickness of the SAMIs.

Permanent deformation, pavement, cracks, trafficking, SAMIs, overlaid pavement.