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通过由单矿物、硅酸盐水泥组成复合胶凝材料，在大量强度试验的基础上，优化单矿材料的掺量及比例，同时进行了该胶凝材料所配制混凝土力学性能试验，从理论上分析了掺入单矿的胶凝材料所配制的混凝土抗拉强度高的原因及其作用机理．
Based on a large number of strength tests, the content and proportion of single ore materials were optimized and the mechanical properties of the concrete prepared by the cementitious materials were tested. In theory, The reasons for the high tensile strength and the mechanism of action of the concrete prepared by blending single ore cementitious materials were analyzed.