Empirical-Markovian approach for estimating the flexible pavement structural capacity: Caltrans method as a case study
An Empirical-Markovian approach is proposed to estimate the pavement structural capacity as a function of key stochastic and design parameters. The key stochastic parameters are the initial and terminal deterioration transition probabilities typically estimated from pavement distress records. These...
Main Author: | Khaled A. Abaza |
---|---|
Format: | Article |
Language: | English |
Published: |
Elsevier
2021-06-01
|
Series: | International Journal of Transportation Science and Technology |
Subjects: | |
Online Access: | http://www.sciencedirect.com/science/article/pii/S2046043021000010 |
Similar Items
-
Simplified empirical approach for predicting the remaining strength factor used in pavement rehabilitation applications
by: Khaled A. Abaza
Published: (2019-01-01) -
Stochastic Modelling of Flexible Pavement Performance
by: Dilip, Deepthi Mary
Published: (2017) -
A Pavement Structural Capacity Index for Use in Network-level Evaluation of Asphalt Pavements
by: Bryce, James Matthew
Published: (2017) -
Mechanistic-Empirical Pavement Design Procedure For Geosynthetically Stabilized Flexible Pavements
by: Bhutta, Salman Ahmed
Published: (2014) -
Verification of Mechanistic-Empirical Pavement Deterioration Models Based on Field Evaluation of In-Service Pavements
by: Gramajo, Carlos Rafael
Published: (2014)