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contributor authorKadhim Ahmed Khweir
date accessioned2017-05-08T22:02:04Z
date available2017-05-08T22:02:04Z
date copyrightMarch 2012
date issued2012
identifier other%28asce%29te%2E1943-5436%2E0000383.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/69348
description abstractPavement 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.
publisherAmerican Society of Civil Engineers
titleUnited Kingdom Overlay Design of Flexible Pavement: Determination of the Important Parameters
typeJournal Paper
journal volume138
journal issue3
journal titleJournal of Transportation Engineering, Part A: Systems
identifier doi10.1061/(ASCE)TE.1943-5436.0000340
treeJournal of Transportation Engineering, Part A: Systems:;2012:;Volume ( 138 ):;issue: 003
contenttypeFulltext


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