###### Abstract
[8] considered the reaction heat of cement and the reaction heat of silica fume, calculated the specific heat of silica fume concrete during hardening, and predicted the adiabatic temperature rise and the composition of hydration products of concrete mixed with silica fume. The model proposed by [PERSON] and [PERSON] [9] determined the calcium hydroxide produced by cement hydration and the calcium hydroxide consumed by silica fume, and calculated the reactivity of silica fume and the property development of concrete through the change in calcium hydroxide content. The model proposed by [PERSON] et al. [10] considered the nucleation effect and chemical reaction effect of silica fume, obtained the hydration heat released by unit mass of silica fume and the amount of calcium hydroxide consumed by unit mass of silica fume, and predicted the development process of compressive strength under different mix proportions and different curing temperatures. Secondly, the literature review on fly ash is summarized as follows. Based on microstructure experiments, [PERSON] [11] proposed chemical reaction equations to predict the final composition and porosity of the reaction products of low calcium fly ash, and confirmed the correctness of the model through experiments with a curing time of 1 year. [PERSON] et al. [12] used the power function method to simulate the reactivity of cement mineral components and the reactivity of fly ash, clarified the kinetic process of cement hydration and fly ash reaction, and studied the influencing factors of fly ash reaction. The model proposed by [PERSON] and [PERSON] [13] considered the influence of calcium hydroxide on the reactivity of fly ash, and calculated the reactivity and hydration heat of fly ash under different mix proportions and curing conditions. The hydration model proposed by [PERSON] et al. [14] calculated the reactivity of cement and the reactivity of fly ash, and obtained the composition and compressive strength development of various reaction products through thermodynamic calculations. Again, the literature review on slag is as follows. [PERSON] [15] simulated the hydration process of cement with high slag content, distinguished the reactions of cement and slag through the experimental results of isothermal hydration heat, and calculated the heat release of hardening concrete. The development of various properties of concrete was predicted based on the heat release. [PERSON] and [PERSON] [16] proposed a model that considered the effect of slag on the Ca-Si and Al-Si ratios of hydration products, clarified the calculation model of hydration products of slag concrete, and quantitatively calculated the composition of C-S-H and other hydration products, chemical shrinkage, and capillary water content. [PERSON] et al. [17] proposed a model that, collecting the measurement results of slag reactivity by various researchers, highlighted the controlling factors of slag reaction, and found the hydration heat released when the unit mass of slag reacts. [PERSON] and [PERSON] [18] proposed a hydration model that calculated the reactivity of cement mineral composition, slag reactivity, and the composition of hydration products of slag concrete, and verified the correctness of the proposed model through 54 different mix ratios in seven different laboratories. Finally, the review of the research model on limestone powder is as follows. [PERSON] [19] proposed a model that considered the physical effects and chemical reactions of limestone, calculated the strength of concrete through the gel-space ratio, and found that when limestone was used in low water-binder ratio concrete, the increasing reactivity of cement can reduce the loss of strength. [PERSON] and [PERSON] [20] discovered the effect of limestone on the hydration exothermic peak based on isothermal hydration heat analysis, and calculated the hydration heat release and temperature change of concrete containing a large amount of filler materials.