Temperature change is one of the critical issues causing shrinkage cracking in cement-
treated bases. This study aimed to evaluate the effect of incorporating rubber aggregates
into cement-stabilized aggregate on temperature fluctuation in semi-rigid pavements. To
estimate temperature change, the thermal property test was firstly conducted on rubberized
cement-stabilized aggregates, in which the aggregate component (0.425 mm to 9.5 mm)
was replaced by rubber aggregates (3–6 mm) at varying volume percentages of 0%, 5 …