Dataset for Triaxial Repeated Load Test

Data was collected from Triaxial repeated load tests on 54 asphalt concrete samples to investigate factors influencing permanent deformation in asphalt concrete pavements. The experiments explored a variety of testing conditions including three temperature levels (20°C, 40°C, 60°C), three Triaxial load stress levels (10 psi, 20 psi, 30 psi), and the addition of hydrated lime at a dosage of 2.5% by weight of aggregate. Additionally, the study considered variable aggregate gradation representing wearing, binder, and base courses