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dc.contributor.authorNega, Ainalem
dc.contributor.authorNikraz, Hamid
dc.contributor.authorLeek, Colin
dc.contributor.editorSM Ahmed
dc.contributor.editorNA Smith
dc.contributor.editorS Azhar
dc.contributor.editorCE Yaris
dc.contributor.editorA Shah
dc.contributor.editorR Farooqui
dc.contributor.editorCR Poythress
dc.date.accessioned2017-01-30T11:53:42Z
dc.date.available2017-01-30T11:53:42Z
dc.date.created2014-03-02T20:00:39Z
dc.date.issued2013
dc.identifier.citationNega, Ainalem and Nikraz, Hamid and Leek, Colin. 2013. Comparison of pavement network management tools and its probabilistic of pavement engineering for Western Australia, in Ahmed, S.M. and Smith, N.A. and Azhar, S. and Yaris, C.E. and Shah, A. and Farooqui, R. and Poythress, C.R. (ed), 7th International Conference on Construction in the 21st Century: challenges in innovation, integration and collaboration in construction and engineering, Dec 19-21 2013, pp. 1-13. Bangkok, Thailand: CITC-VII.
dc.identifier.urihttp://hdl.handle.net/20.500.11937/16071
dc.description.abstract

Since the Association of American State Highway Officials (AASHO) road test of 1956-62 at Ottawa in Illinois, enormous efforts have been devoted to improve the methodologies and engineering techniques of pavement performance predication. For instance, the successful implementation of the Network Optimization Systems (NOSs) in the Arizona Department of Transportation (ADOT) in the 1980-82 was one of a tremendous effort that represented advancement in predication methodology and engineering technique by using Markov Chain-Process based to define the transition process of pavement network condition. The main role of this paper is to evaluate and analysis the pavement network performance of Western Australia (WA) and also applied the existing pavement management tools relevant to WA road networks. Two approaches were used to evaluate and analysis the pavement network of WA. First, the current pavement performance data was used to assess the State road networks and then, predict the future from the past and current pavement network data. Second, the Probabilistic network – Markov-Chain Process and Chapman-Kolmogorov method was used to predict the pavement behavior in Western Australia. The results showed that the pavement performance of the predicting model using probabilistic network process (i.e. Linear) perform well in all categories as compared to the past 30 years LRDM data inventory. This study will draw into appropriate and effective pavement engineering management system to account for proper pavement design, preliminary planning, future pavement M & R networks, service life and functionality.

dc.publisherCITC-VII
dc.subjectpavement network-probabilistic behavior
dc.subjectMarkov chain-process
dc.subjectPavement engineering
dc.subjectWestern Australia
dc.subjectpavement management
dc.titleComparison of pavement network management tools and its probabilistic of pavement engineering for Western Australia
dc.typeConference Paper
dcterms.source.startPage1
dcterms.source.endPage13
dcterms.source.titleSeventh International conference on Construction in the 21st Century: challenges in innovation, integration and collaboration in construction and engineering
dcterms.source.seriesSeventh International conference on Construction in the 21st Century: challenges in innovation, integration and collaboration in construction and engineering
dcterms.source.isbn9780989462303
dcterms.source.conferenceSeventh International conference on Construction in the 21st Century: challenges in innovation, integration and collaboration in construction and engineering
dcterms.source.conference-start-dateDec 19 2013
dcterms.source.conferencelocationBangkok,Thailand
dcterms.source.placeUSA
curtin.department
curtin.accessStatusFulltext not available


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