In this paper, the splitting tensile strength experiments of recycled sintered brick-tile concrete with different water-cement ratio, sand rate and water quantity were carried out, and the change law of splitting tensile strength with above three factors was acquired and failure patterns of the samples were analyzed. The results showed that the effects of sand rate and water quantity were not clear, while water-cement ratio was relatively significant and the splitting tensile strength was inversely proportional relationship with it. And the relation between the splitting tensile strength and the cubic compressive strength was summarized from the results.
By experimental, study on the elastic modulus including the failure modes of Recycled Concrete made of Brick and Tile with the splitting tensile strength and the compressive strength, And the relational formula between the splitting tensile strength and the compressive strength was summarized from the results.
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