Roughness model accounting for heterogeneity based on in-service pavement performance data

Journal of Transportation Engineering

Volumn 136, Issue 3, 2010, Pages 205-213

  Hong, Feng ^a   Prozzi, Jorge A ^a  

^a UNIVERSITY OF TEXAS AT AUSTIN   (United States)

Author keywords

Deterioration; Pavement management; Roughness; Statistics

Indexed keywords

BAYESIAN APPROACHES; CONSTRUCTION PROCESS; DETERIORATION MECHANISM; DETERIORATION MODELING; DETERIORATION MODELS; DETERIORATION PROCESS; HIGHWAY PAVEMENT; KEY COMPONENT; MINNESOTA; PAVEMENT DESIGN; PAVEMENT DETERIORATION; PAVEMENT MANAGEMENT; PAVEMENT PERFORMANCE; PHYSICAL PRINCIPLES; REAL-WORLD; ROAD TESTS; ROUGHNESS; ROUGHNESS MODELS; ROUGHNESS STATISTICS; SIMULATED LIKELIHOOD; STATISTICAL APPROACH; TRANSPORTATION INFRASTRUCTURE MANAGEMENT SYSTEMS; UNOBSERVED HETEROGENEITY;

BAYESIAN NETWORKS; DETERIORATION; HIGHWAY ADMINISTRATION; MAXIMUM LIKELIHOOD ESTIMATION; PAVEMENT OVERLAYS;

ROADS AND STREETS;

BAYESIAN ANALYSIS; DESIGN; HETEROGENEITY; MAXIMUM LIKELIHOOD ANALYSIS; NUMERICAL MODEL; PAVEMENT; PERFORMANCE ASSESSMENT; SURFACE ROUGHNESS; TRANSPORTATION INFRASTRUCTURE;

EID: 77950637696     PISSN: 0733947X     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-947X(2010)136:3(205)     Document Type: Article

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