This paper describes an investigation of the splitting failure and splitting tensile strength distribution and relationship between splitting tensile strength and compressive strength of concrete with different recycled coarse aggregates.Recycled concrete with three water-cement ratios of 0.74,0.55 and 0.43 was designed and tested under laboratory conditions.It was found that the splitting failure of recycled concrete initiated not only from the interfaces between recycled coarse aggregate and new cement paste,but also from the recycled coarse aggregate itself.At the same water-cement ratio condition,the mean value for the splitting tensile strength of concrete with different recycled coarse aggregate was smaller than that of concrete with single recycled coarse aggregate,while the difference of the standard deviations as well as the coefficients of variation of splitting tensile strength between them was not clear.It was confirmed that normal model can be used to describe the distributions for the splitting tensile strength of concrete with different recycled coarse aggregate.