Rutting performance of geosynthetic reinforced unbound pavements subjected to repetitive loading:A reviewOA
Rutting performance of geosynthetic reinforced unbound pavements subjected to repetitive loading:A review
Arnold Fernando;Shehan Mithila;Shiran Jayakody;Chaminda Gallage
School of Civil and Environmental Engineering,Queensland University of Technology,Brisbane,QLD 4000,AustraliaSchool of Civil and Environmental Engineering,Queensland University of Technology,Brisbane,QLD 4000,AustraliaSchool of Civil and Environmental Engineering,Queensland University of Technology,Brisbane,QLD 4000,AustraliaSchool of Civil and Environmental Engineering,Queensland University of Technology,Brisbane,QLD 4000,Australia
GeosyntheticsUnbound pavementsLaboratory model box testsCyclic loadingRutting resistancePredictive rutting models
GeosyntheticsUnbound pavementsLaboratory model box testsCyclic loadingRutting resistancePredictive rutting models
《道路工程学报（英文）》 2026 (1)
34-50,17
The authors sincerely acknowledge the financial and intellectual support provided by Queensland University of Technology(QUT)through its Higher Degree Research Program.The authors also extend their gratitude to global synthetics for their contribution to the schol-arship,which significantly aided this research study.
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