Abu-Farsakh, M. Y., & Zadehmohamad, M. (2025). Development of a Design Methodology for Geosynthetic Reinforced Pavement Using Finite Element Numerical Modeling (Report No. FHWA/LA.25/718). Louisiana Transportation Research Center. https://rosap.ntl.bts.gov/view/dot/88171
Abu-Farsakh, Murad Y. and Mehdi Zadehmohamad. Development of a Design Methodology for Geosynthetic Reinforced Pavement Using Finite Element Numerical Modeling. Report no. FHWA/LA.25/718. Louisiana Transportation Research Center, 2025. https://rosap.ntl.bts.gov/view/dot/88171.
Abu-Farsakh, Murad Y., and Mehdi Zadehmohamad Development of a Design Methodology for Geosynthetic Reinforced Pavement Using Finite Element Numerical Modeling. Louisiana Transportation Research Center, 2025, Report no. FHWA/LA.25/718, ROSA P. https://rosap.ntl.bts.gov/view/dot/88171.
This study was completed using finite element (FE) analysis to assess the benefits of using geosynthetic reinforcement in flexible pavements. A comprehensive parametric study was performed to determine the effect of different variables like asphalt layer thickness, base thickness, geosynthetic type and stiffness, and subgrade stiffness for low, medium, and high-volume traffic roads. The FE simulations were run for 100 load cycles, and the resulting permanent deformation (PD) was used to calibrate the ME rutting equation parameters for each layer. The PD data was extrapolated to determine the pavement's service life. The comparison of the PD curves of the unreinforced and reinforced sections was used to calculate the Traffic Benefit Ratios (TBR) at different rutting targets. By establishing the ratio between the calibrated rutting curves of the base and subgrade layers, the reduction coefficients for the PD equations ab and as were derived, which can be used directly in the design of geosynthetic reinforced pavements.
Abu-Farsakh, M. Y., & Zadehmohamad, M. (2025). Development of a Design Methodology for Geosynthetic Reinforced Pavement Using Finite Element Numerical Modeling (Report No. FHWA/LA.25/718). Louisiana Transportation Research Center. https://rosap.ntl.bts.gov/view/dot/88171
Abu-Farsakh, Murad Y. and Mehdi Zadehmohamad. Development of a Design Methodology for Geosynthetic Reinforced Pavement Using Finite Element Numerical Modeling. Report no. FHWA/LA.25/718. Louisiana Transportation Research Center, 2025. https://rosap.ntl.bts.gov/view/dot/88171.
Abu-Farsakh, Murad Y., and Mehdi Zadehmohamad Development of a Design Methodology for Geosynthetic Reinforced Pavement Using Finite Element Numerical Modeling. Louisiana Transportation Research Center, 2025, Report no. FHWA/LA.25/718, ROSA P. https://rosap.ntl.bts.gov/view/dot/88171.
ROSA P serves as an archival repository of USDOT-published products including scientific
findings, journal articles, guidelines, recommendations, or other information authored or co-authored by
USDOT or funded partners. As a repository, ROSA P retains documents in their original published format to
ensure public access to scientific information.
Links with this icon indicate that you are leaving a Bureau of Transportation
Statistics (BTS)/National Transportation Library (NTL)
Web-based service.
Thank you for visiting.
You are about to access a non-government link outside of
the U.S. Department of Transportation's National
Transportation Library.
Please note: While links to Web sites outside of DOT are
offered for your convenience, when you exit DOT Web sites,
Federal privacy policy and Section 508 of the Rehabilitation
Act (accessibility requirements) no longer apply. In
addition, DOT does not attest to the accuracy, relevance,
timeliness or completeness of information provided by linked
sites. Linking to a Web site does not constitute an
endorsement by DOT of the sponsors of the site or the
products presented on the site. For more information, please
view DOT's Web site linking policy.
To get back to the page you were previously viewing, click
your Cancel button.