Articles

Early-Age Cracking of Lightweight Mass Concrete

Abstract In this project, the effect of using lightweight aggregate (expanded slate) on the early-age cracking tendency of mass concrete mixtures was evaluated. Concretes representative of mass concrete mixtures—namely, normal-weight concrete, internally cured...

Predicting Chloride Testing Outcome of Different Cementitious Systems

Abstract The American Concrete Institute (ACI) specifies allowable admixed chloride limit (Climit) values to minimize the corrosion risk of steel reinforcement in concrete. The chloride concentration of concrete for new construction must not exceed this Climit value....

Effect of Temperature on Pore Structure and Strength of Concrete

Abstract The aim of this study is to quantitatively determine the effect of elevated temperatures on the pore structure and compressive strength of concrete. To minimize the effect of the hydration process, thermal and endogenous shrinkage, concrete cured in water for...

Discussion on Problem of Standard Deviation of Concrete Strength

Abstract This paper discusses the characteristics of the standard deviation of concrete specimen strength and the relationship between the standard deviation of concrete strength and the average value of strength. It is revealed that strength standard deviation of a...

Splitting Tensile Strength of Concrete Corroded by Saline Soil

Abstract This paper reports the splitting tensile strength of concrete corroded by saline soil. The wet-dry cycle erosion test and splitting tensile test were performed on concrete cubic specimens with six different erosion inspection periods and a solution with the...

Continuously Reinforced  Concrete Pavement under Temperature Loading

Abstract Continuously reinforced concrete pavement (CRCP) has superior durability and mechanical performance over jointed plain concrete pavement (JPCP) without preset joints. However, there are many small cracks in CRCP under environmental loading. Crack width of...

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