TECHNICAL PAPERS
Oct 5, 2011

United Kingdom Overlay Design of Flexible Pavement: Determination of the Important Parameters

Publication: Journal of Transportation Engineering
Volume 138, Issue 3

Abstract

Pavement overlay is the most efficient form of material sustainability in road rehabilitation. In the United Kingdom and, perhaps, in most countries there is no standard approach for calculating the residual life of an existing pavement that can then be used to calculate the required overlay thickness to cope with future traffic loading. This paper will discuss the process for determining most of the important parameters used in overlay design. These parameters are traffic loading, layer thickness, stiffness modulus, interface condition, and fatigue properties. The discussion is aimed at critiquing the practice in the evaluation of these parameters by many designers. The paper draws attention to the common practices and methodology in the United Kingdom. It may not present a full rational approach but will certainly enhance the thinking in the field.

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Information

Published In

Go to Journal of Transportation Engineering
Journal of Transportation Engineering
Volume 138Issue 3March 2012
Pages: 324 - 331

History

Received: Mar 10, 2011
Accepted: Aug 16, 2011
Published online: Oct 5, 2011
Published in print: Mar 1, 2012

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Kadhim Ahmed Khweir, Ph.D., C.Eng [email protected]
Consultant to Mouchel Ltd. Mouchel, Bilston Glen Business Centre, 6 Dryden Rd., Bilston Glen, Midlothian, EH20 9LZ United Kingdom; formerly, Consultant, Grontmij, Spectrum House, 2 Powderhall Rd., Edinburgh, EH7 4GB, United Kingdom; and Consultant, Tony Gee and Partners LLP, 140 High St., Esher, Surrey KT109QJ, United Kingdom (corresponding author). E-mail: [email protected]

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