The influence of different recycled brick coarse aggregate (RBA) substitution rates on the mechanical performance and frost resistance of concrete was observed. The test findings revealed that RBA deteriorated the compressive and flexural properties in concrete and improved the tensile properties and plasticity in concrete to some extent. The frost resistance of concrete can be effectively improved by adding RBA. The influence degree of the RBA concrete frost resistance factor was quantified by gray entropy correlation theory, and the gray entropy correlations between freezing and thawing cycles, natural coarse aggregate substitution rate, recycled brick aggregate substitution rate, and freezing and thawing damage value (D_N) were 0.9979, 0.9914, and 0.9876, respectively. Moreover, the freezing and thawing damage model about GM(1, 1) theory was developed (R² > 0.87), which can better predict the freezing and thawing damage of RBA concrete. The damage mechanism of RBA concrete during freezing and thawing was revealed.

This study systematically evaluates the influence of the recycled coarse aggregate (RCA) replacement rate and the number of freeze–thaw cycles (FTCs) on the frost damage of recycled aggregate concrete (RAC) through rapid freeze–thaw tests, and delves into the underlying damage mechanisms. The findings demonstrate that the incorporation of recycled aggregates deteriorates the frost resistance of concrete to a certain extent, primarily manifested by increased apparent damage with rising FTC numbers and RCA content. Specimens with an RCA replacement rate exceeding 50% exhibited extensive mortar spalling and aggregate exposure after 50 FTCs. The mass loss rate initially decreased in the early freezing-thawing stage, then began to increase after approximately 20 cycles, reaching a maximum of 5.09%. The relative dynamic elasticity modulus (RDEM) decreased with an increase in both FTCs and RCA content, dropping to a minimum of 71.99%. Furthermore, based on the relative dynamic elastic modulus, this study developed a GM(1, 1) freeze–thaw damage prediction model applicable to a full replacement range of 0%–100% RCA with a precision level of Grade I. Microstructural analysis revealed that microcracks and pores within the interfacial transition zones (ITZs) and the surrounding matrix of both NCA and RCA are critical for the initiation and propagation of freeze–thaw damage, thereby elucidating the damage mechanism in RAC.

Solid waste-based cementitious materials (SWCMs) represent an innovative class of binders derived mainly from construction and demolition waste as well as industrial byproducts. Their application in recycled mortar offers a promising pathway to partially replace conventional cement, thereby advancing resource recycling and facilitating a low-carbon transition in the cement industry. This review systematically examines the properties, activation techniques, strength development, and corrosion resistance of recycled mortar prepared with SWCMs. Recycled powder (RP) and industrial solid waste have gelation potential, but their low reactivity requires activation treatment to enhance utilization efficiency. Activation methods, including thermal activation, carbonation, and alkali activation, effectively enhance reactivity and promote the formation of dense gel structures (e.g., C-(A)-S-H, N-A-S-H). While low replacement ratios optimize pore structure via the microfiller effect, higher ratios introduce excessive inert components, impairing mechanical properties. SWCMs demonstrate superior resistance to sulfate and chloride attacks, but their acid resistance is relatively limited. They also have excellent freeze–thaw resistance. SWCMs represent a viable and sustainable alternative to conventional cement, exhibiting commendable mechanical and durability properties when properly activated and formulated, thereby contributing to resource recycling and environmental sustainability in the cement industry.