[24] found that concrete and bricks composed almost 80% of the overall CDW's weight. According to [PERSON] et al. [47], concrete, bricks, and mortar constitute 80% of CDW's weight. Additionally, other research has discovered that the CDW predominantly consists of waste concrete (WC) and waste brick, making up around 80% of the CDW's weight, and this amount is recyclable [13; 23; 38]. Therefore, numerous scholars and professionals have prioritized the recycling of CDW. After metals and organic materials are removed [48], by utilizing suitable crushing and screening machinery, recycled aggregate (RA) of varying particle sizes is generated. RAs are used in mortar and concrete compositions, along with several additional uses (bases and subbases [39; 49], filler material [50], asphalts and roads [51], building greening [52], etc.). Furthermore, the use of RA in concrete reduces greenhouse gas emissions [10; 53; 54]. The mechanical characteristics and durability of recycled aggregate concrete (RAC) have been extensively studied [55; 56; 57; 58] and the researchers provided several strategies that resulted in an increased performance of RA [59]. There is a widely held belief that it is possible to substitute natural coarse aggregate (NCA) with recycled coarse aggregate (RCA) up to a maximum of 30% without compromising the overall effectiveness of concrete [60; 61]. However, RA faces challenges in preserving its quality as an aggregate due to its wide variety of densities and absorption rates [6; 11; 62]. Hence, concrete including RA may encounter issues pertaining to reduced compressive strength, higher mixing water demand, higher volumetric shrinkage, and durability when subjected to freezing and thawing, as compared to concrete utilizing natural material [24; 52; 63; 64]. While producing RA, there is still one unresolved issue that is not properly addressed. A substantial amount of recycled powder (RP) is generated, but its current usability is hindered by its elevated water absorption and impurity levels [65; 66; 67]. As a result, RP is mostly utilized for the preparation of backfilling materials [68] and road base/subbase [32; 69] or disposed of in landfills [70]. If not properly collected and disposed of, RP has the potential to disperse and remain suspended in the air, leading to an elevation in the concentration of human-generated aerosols [71]. This, in turn, contributes to air pollution and can result in respiratory ailments and various conditions such as asthma and lung cancer [48]. The particulate-induced air pollution in numerous emerging nations poses a significant risk to public health, as seen by the rising number of air quality advisories being issued in cities across the globe [11; 48]. Moreover, an extensive quantity of untreated RP builds up, leading to land occupation and the release of dust, which is then discharged into the river system and contributes to river silt [72; 73]. These fine particles have a significant impact on the ecological environment [74; 75; 76; 77]. Hence, it is crucial to develop an environmentally friendly method to dispose of the RP produced during the recycling of CDW. The potential of recycling and converting CDW into RP for use as a partial replacement for cement in cement-based materials is highly promising. The efficient utilization of RP has the potential to substitute a portion of cement, address the difficulties associated with CDW disposal, diminish the carbon emissions of the concrete sector, and preserve natural resources. It aligns with the criteria of the cement sustainability plan and offers significant economic and environmental advantages [8; 13; 32; 35; 48; 78; 79; 80; 81; 82; 83; 84]. This paper reviews the utilization of all types of RP exclusively obtained from WC, which is a major part of CDW, as a cement partial replacement in the cement-based materials (paste and mortar), within the framework as described in Section 2.