A statistical approach for pavement layer moduli backcalculation as a function of traffic speed deflections

Author:

Mabrouk Gamal M.,Alrashydah Esraa,Masad Ahmad,Elbagalati Omar,Al-Sabaeei Abdulnaser M.,Dessouky Samer,Fuentes Luis,Walubita Lubinda

Funder

Tran-SET Regional University Transportation Center

Publisher

Springer Science and Business Media LLC

Subject

Geotechnical Engineering and Engineering Geology,Building and Construction,Civil and Structural Engineering,Environmental Engineering,Engineering (miscellaneous)

Reference30 articles.

1. Hamim A, Yusoff NIM, Ceylan H, Rosyidi SAP, El-Shafie A (2018) Comparative study on using static and dynamic finite element models to develop FWD measurement on flexible pavement structures. Constr Build Mater 176:583–592. https://doi.org/10.1016/j.conbuildmat.2018.05.082

2. FHWA, Pavement Structural Evaluation at the Network Level, Fed. Highw. Adm. Publ. (2016) 286. http://www.ntis.gov

3. RAPTOR | Rolling Weight Deflectometer (RWD) | Dynatest, (n.d.). https://www.dynatest.com/rolling-weight-deflectometer-raptor (accessed June 17, 2020)

4. Traffic Speed Deflectometer - Greenwood Engineering, (n.d.). https://greenwood.dk/road/tsd/ (accessed June 17, 2020)

5. Rolling Wheel Deflectometer: A High-Speed Deflection Device to Improve Asset Management - May 2008 - FHWA-HRT-08–013 - Focus | Federal Highway Administration, (n.d.). https://www.fhwa.dot.gov/publications/focus/08may/02.cfm (accessed November 6, 2021)

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