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contributor authorI. Ahmed
contributor authorM. H. Rahman
contributor authorS. M. Seraj
contributor authorA. M. Hoque
date accessioned2017-05-08T21:14:49Z
date available2017-05-08T21:14:49Z
date copyrightAugust 1998
date issued1998
identifier other%28asce%290887-3828%281998%2912%3A3%28145%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/44159
description abstractThis paper investigates the causes of poor performance of plain cement concrete pavement, the most common type of construction for airfield pavements. Plain concrete pavements are generally cost-effective and durable. The runway at Zia International Airport at Dhaka (Bangladesh) is a plain concrete pavement, which failed rather prematurely. Thin longitudinal cracks occurred in the slab panels even before the runway was opened to traffic. With the operation of air traffic, cracks in the pavement became wider, fragmenting the slab panels into several pieces. This paper is aimed at identifying the causes of poor performance of the plain cement concrete runway pavement at Zia International Airport. A critical review of the various available documents supported by experimental and numerical investigations is presented to unearth the real causes of failure. It is shown that improper spacing of the longitudinal and transverse joints and existence of high temperature stresses resulted in cracking of the slab even prior to application of any air traffic loading. This was aggravated with the application of aircraft loadings heavier than those anticipated in the design of the runway.
publisherAmerican Society of Civil Engineers
titlePerformance of Plain Concrete Runway Pavement
typeJournal Paper
journal volume12
journal issue3
journal titleJournal of Performance of Constructed Facilities
identifier doi10.1061/(ASCE)0887-3828(1998)12:3(145)
treeJournal of Performance of Constructed Facilities:;1998:;Volume ( 012 ):;issue: 003
contenttypeFulltext


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