Dataset for Triaxial Repeated Load Test

Published: 9 December 2024| Version 1 | DOI: 10.17632/y5ntpw6fsx.1
Contributors:
Azedin Alashaibi, Amjad Albayati, Yu Wang, Ahmed Al-tameemi

Description

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

Files

Institutions

  • University of Salford
  • University of Baghdad Department of Civil Engineering

Categories

Cyclic Loads

Licence