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Title:

Prediction of Pavement Crack Initiation from In-Service Pavements: A Duration Model Approach
Cover of Prediction of Pavement Crack Initiation from In-Service Pavements: A Duration Model Approach

Accession Number:

01023793

Record Type:

Component

Availability:

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Order URL: http://www.trb.org/Main/Public/Blurbs/157377.aspx

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Order URL: http://worldcat.org/isbn/0309094151

Abstract:

It is widely accepted that the success of pavement management systems largely depends on the quality of the deterioration models embedded in their structure. As such, much research has concentrated on developing a large array of approaches to model and predict pavement distress and deterioration. This study develops surface distress prediction models for pavement failure times (the initiation of cracking on the surface of flexible and semirigid pavements) on the basis of a large (more that 1,000 observations) and recent (1998) data set collected from in-service pavements in 15 European countries by using the principles of stochastic duration (hazard) models. The results indicate that, as expected, construction, traffic, and climatic factors affect pavement distress and that the lognormal functional form, in contrast with the findings of previous studies, best describes the distress initiation process.

Monograph Accession #:

01023790

Language:

English

Authors:

Loizos, Andreas
Karlaftis, Matthew G

Pagination:

pp 38-42

Publication Date:

2005

Serial:

Transportation Research Record: Journal of the Transportation Research Board

Issue Number: 1940
Publisher: Transportation Research Board
ISSN: 0361-1981

ISBN:

0309094151

Media Type:

Print

Features:

Figures (2) ; References (13) ; Tables (2)

Geographic Terms:

Subject Areas:

Construction; Data and Information Technology; Design; Freight Transportation; Highways; Pavements; I22: Design of Pavements, Railways and Guideways; I23: Properties of Road Surfaces

Files:

TRIS, TRB, ATRI

Created Date:

May 5 2006 9:28PM

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