Dataset for Triaxial Repeated Load Test
Published: 9 December 2024| Version 1 | DOI: 10.17632/y5ntpw6fsx.1
Contributors:
Azedin Alashaibi, , , Ahmed Al-tameemiDescription
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
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Institutions
University of Salford, University of Baghdad Department of Civil Engineering
Categories
Cyclic Loads