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contributor authorZiad S. Nakat
contributor authorSamer M. Madanat
date accessioned2017-05-08T21:21:31Z
date available2017-05-08T21:21:31Z
date copyrightSeptember 2008
date issued2008
identifier other%28asce%291076-0342%282008%2914%3A3%28185%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/48338
description abstractIn this paper we present the development of an empirical pavement overlay crack initiation model using condition survey data for the highway system in the state of Washington. We use a semiparametric Cox model and show that its hazard function represents the sample hazard function, which follows a bathtub shape. This is a shape that commonly used parametric models cannot predict. Empirical data complications, such as the endogeneity of overlay design variables and data censoring, are corrected for using appropriate econometric techniques. Our research shows that a specification that captures the main factors responsible for the overlay crack initiation process, combined with careful analysis of the data, can produce models of sufficient realism for maintenance and rehabilitation action selection purposes.
publisherAmerican Society of Civil Engineers
titleStochastic Duration Modeling of Pavement Overlay Crack Initiation
typeJournal Paper
journal volume14
journal issue3
journal titleJournal of Infrastructure Systems
identifier doi10.1061/(ASCE)1076-0342(2008)14:3(185)
treeJournal of Infrastructure Systems:;2008:;Volume ( 014 ):;issue: 003
contenttypeFulltext


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