Empirical-Markovian approach for estimating the flexible pavement structural capacity: Caltrans method as a case study

Khaled A. Abaza1
1Civil Engineering Department, Birzeit University, PO Box 14, West Bank, Palestine

Tài liệu tham khảo

AASHTO (1993). Guide for design of pavement structures. Washington, DC: American Association of State Highway and Transportation Officials.

Abaza, 2011, Stochastic approach for design of flexible pavement: a case study for low volume roads, Road Mater. Pave. Des., 12, 663

California Department of Transportation, Caltrans (2017). Highway design manual (HDM). 6th edition, Sacramento, CA: Caltrans.

Elbagalati, 2016, Prediction of in-service pavement structural capacity based on traffic-speed deflection measurements, J. Transp. Eng., 142, 04016058, 10.1061/(ASCE)TE.1943-5436.0000891

Mishalani, 2002, Computation of infrastructure transition probabilities using stochastic models, J. Infrastruct. Syst., 8, 139, 10.1061/(ASCE)1076-0342(2002)8:4(139)

Ortiz-García, 2006, Derivation of transition probability matrices for pavement deterioration modeling, J. Transp. Eng., 132, 141, 10.1061/(ASCE)0733-947X(2006)132:2(141)