Pavement Smoothness Prediction Based on Fuzzy and Gray Theories

Computer-Aided Civil and Infrastructure Engineering

Volumn 26, Issue 1, 2011, Pages 69-76

  Wang, Kelvin C P ^a   Li, Qiang ^a  

^a 3202 Bell Engineering Center   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

FUZZY REGRESSIONS; GM MODELS; GRAY MODEL; GRAY PREDICTION MODELS; GRAY THEORIES; INFLUENCING FACTOR; INTERNATIONAL ROUGHNESS INDEX; LEAST SQUARES METHODS; LINEAR REGRESSION METHODS; LONG-TERM PAVEMENT PERFORMANCE; MECHANISTIC-EMPIRICAL PAVEMENT DESIGN GUIDES; MODEL COEFFICIENT; PAVEMENT PERFORMANCE; PREDICTION METHODS; PREDICTION MODEL;

DESIGN; FORECASTING; MATHEMATICAL MODELS; REGRESSION ANALYSIS;

PAVEMENTS;

COMPUTER SIMULATION; DESIGN; FUZZY MATHEMATICS; NUMERICAL MODEL; PAVEMENT; PERFORMANCE ASSESSMENT; PREDICTION; REGRESSION ANALYSIS; SMOOTHING; THEORETICAL STUDY;

EID: 78650394315     PISSN: 10939687     EISSN: 14678667     Source Type: Journal    
DOI: 10.1111/j.1467-8667.2009.00639.x     Document Type: Article

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