2010
DOI: 10.1061/(asce)0733-947x(2010)136:3(205)
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Roughness Model Accounting for Heterogeneity Based on In-Service Pavement Performance Data

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Cited by 46 publications
(17 citation statements)
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“…One uncertainty that is slowly gaining attention with articles cite the core of Figure 4 (1 -Statistical Deterioration Models) and the Pavement Management path is the relationship between deterioration and maintenance expenditure, geographical locations and climate (Anastasopoulos et al, 2012) over the long term (Lee, Blumenstein, Guan, & Loo, 2013;Lee, Guan, Loo, & Blumenstein, 2012). Beside these contextual uncertainties, Articles in the many technical difficulties remain unresolved in the models themselves such as 'autocorrelation bias' (Li, Sheng, Li, & Zhou, 2010) or interpretive bias (Farran & Zayed, 2012;Hong & Prozzi, 2010) and demonstrate the reliability of models (Tsai, Li, Purcell, & Rabun, 2012). Similarly, articles that cite from the Water and Utility Infrastructure path argue that using standard asset lifetimes to predict performance is biased (Burn, Marlow, & Tran, 2010) due to often differing ages (Ugarelli & Di Federico, 2010).…”
Section: Research Orientations Among Retrieved Articlesmentioning
confidence: 99%
“…One uncertainty that is slowly gaining attention with articles cite the core of Figure 4 (1 -Statistical Deterioration Models) and the Pavement Management path is the relationship between deterioration and maintenance expenditure, geographical locations and climate (Anastasopoulos et al, 2012) over the long term (Lee, Blumenstein, Guan, & Loo, 2013;Lee, Guan, Loo, & Blumenstein, 2012). Beside these contextual uncertainties, Articles in the many technical difficulties remain unresolved in the models themselves such as 'autocorrelation bias' (Li, Sheng, Li, & Zhou, 2010) or interpretive bias (Farran & Zayed, 2012;Hong & Prozzi, 2010) and demonstrate the reliability of models (Tsai, Li, Purcell, & Rabun, 2012). Similarly, articles that cite from the Water and Utility Infrastructure path argue that using standard asset lifetimes to predict performance is biased (Burn, Marlow, & Tran, 2010) due to often differing ages (Ugarelli & Di Federico, 2010).…”
Section: Research Orientations Among Retrieved Articlesmentioning
confidence: 99%
“…This study adopts an index that measures the pavement condition by its roughness. Since roughness directly affects the ride quality experienced by road users, it is a good indicator for measuring pavement condition and has been widely used both in the United States and internationally (19)(20)(21). On the basis of a previous study (22) a linearized deterioration was adopted:…”
Section: Pavement Deterioration Functionmentioning
confidence: 99%
“…Econometric models were also used in these works. For example, Loizos and Karlaftis [12] use a duration model to predict pavement failure times, based on data from Europe's road network. In this study, average daily temperature, number of days per year with a maximum temperature above 25 • C, number of days per year with a minimum temperature below 0 • C, freezing index, and average yearly precipitation were used as explanatory variables.…”
Section: Introductionmentioning
confidence: 99%