Influence of Curing Temperature on Crack Resistance of Cement-Stabilized Macadam Base Course Material
Sun Zhao-hui, XU Zhi-hong, Zhiyuan Liu, Ouyang Wei, Lin Xiao
Abstract
Sun Zhao-hui, XU Zhi-hong, Zhiyuan Liu, Ouyang Wei, Lin Xiao
Abstract
A series of trials on cement-stabilized base course mateials,such as unconfined compressive strength,dry shrinkage and temperature shrinkage,were done under the condition of curing temperature 25 °C and 10 °C.It is found by comparing trial results that curing temperature has influence on strength and shrinkage performance of cement-stabilized macadam.Curing and constructing for cement-stabilized macadam under the condition of lower temperature is benefit to improve its crack resistance.
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A series of trials on cement-stabilized base course mateials,such as unconfined compressive strength,dry shrinkage and temperature shrinkage,were done under the condition of curing temperature 25 °C and 10 °C.It is found by comparing trial results that curing temperature has influence on strength and shrinkage performance of cement-stabilized macadam.Curing and constructing for cement-stabilized macadam under the condition of lower temperature is benefit to improve its crack resistance.
Key concepts: Shrinkage, Materials science, Curing (chemistry), Composite material, Cement, Compressive strength, Base course, Asphalt