Effect of supply coverage on the tension strength of internal cured concrete for cement-concrete pavement

Abstract

The flexural tensile strength of cement concrete against hard pavement is one of the very important criteria that need to be researched and improved. This article presents some laboratory research results on the influence of mortar residual coefficient on the flexural tensile strength of internal curing concrete for cement concrete pavement. The research results show that the mortar residual coefficient for the tensile strength in bending can be reasonably selected in the range of 1.47 to 1.56.