### Literature Review  
In Ref. [16], the authors studied the effect of the content of granulated blast-furnace slag (GGBFS) and fly ash (FA) on the durability of high-strength early-age concrete. So, according to the results of experimental studies, the best chloride diffusion resistance properties for 50% GGBFS and 30% FA in HPC were established with a coefficient of 0.37, showing the minimum value, and the effective porosity values decrease as follows: 9.89% for HPC, 7.30% for 30% FA in HPC, and 7.33% for 50% GGBFS in HPC. Furthermore, the assessment of the effect of class F fly ash on the durability of concrete, as carried out in [17], confirms the positive effect of this additive on the durability of concrete. Thus, concrete with the addition of fly ash showed lower water absorption and permeability for chlorides and a significant drop in sorption capacity and permeability for chlorides during the hardening period of 28-180 days [16; 17; 18]. So, in Refs. [19; 20], the authors studied the mechanical properties and durability of various types of fiber-reinforced concrete. In Ref. [19], the authors studied the mechanism of penetration of chloride ions into a concrete reinforced with basalt fiber during compression after exposure to elevated temperatures. The results showed that the chloride ion content in concrete increases linearly with increasing temperature. The studies carried out in [21; 22; 23] were also aimed at evaluating the durability of various types of binders and concrete. For example, in Ref. [21], the resistance of concrete to carbonization was studied in detail. To assess and predict the durability of the studied concrete, a numerical model was developed that relates the carbonization rate to the drying rate. As a result of the experiments carried out, it was found that the low content of clinker reduces the resistance to carbonization since there is not enough portlandite in the surface layers. Works [24; 25] aim to develop concrete with improved durability characteristics. In Ref. [24], the authors carried out experimental and information modeling to optimize the mechanical properties of an alkali-activated solution made with different concentrations of fly ash, granulated blast-furnace slag, and nano-silica from waste glass. The effect of temperature on the behavior and properties of self-compacting concrete (SCC) has been studied in [26]. A comparison with a vibrated concrete mixture is given, and a mechanism of increasing the strength of concrete in the temperature range of 150-300 \({}^{\circ}\)C is described. Geopolymer concrete based on fly ash was studied in detail in [27; 28]. The analysis was carried out from the point of view of design of geopolymer concrete mixes by identifying significant factors affecting the properties of finished product, from the point of view of a detailed study of both short-term properties and durability indicators of geopolymer concrete, and finally from the point of view of application in the construction industry in the context of the behavior of geopolymer concrete during the operation of large-sized reinforced concrete elements. All the results obtained were also evaluated in comparison with economic and environmental efficiency [27]. In Ref. [29], specific examples of the practical application of geopolymer concrete in construction are given, both in terms of the material and in terms of the structural element. Furthermore, already implemented projects have proven the viability of geopolymer concrete as an alternative to the traditional one based on Portland cement [29]. The search for sustainable alternative concrete mixes to obtain \"green concrete\" to reduce environmental impact and consider economic efficiency is reflected in studies [30; 31]. The effectiveness of alkali-activated concretes (AAC) with natural and recycled coarse aggregates and bacterial concretes (BC) was evaluated by the degree of environmental impact, cost, and global warming potential [30].