“…Some of the salient contributions reported after this review, are summarized below. In order to enhance the performance of aerated concrete, several additives were tried, viz., (i) air-cooled slag as a replacement for sand and lime [2], (ii) zeolite as replacement for quartzite to improve the thermal conductivity [3], (iii) the effect of clayish crushed stone along with lime to study the strength and homogenous and dense structure system [4], (iv) bottom ash as replacement of cement to enhance the physical, mechanical and microstructure properties of autoclaved aerated concrete [5], (v) studies on temperature variation in aerated concrete to observe the mechanical properties and volumetric stability [6], (vi) replacement of cement with palm oil fuel ash and the effect of aluminium powder and superplasticizer on the strength and density of aerated concrete [7], (vii) natural zeolite as a replacement of quartz particle and bubble generating agent [8], (viii) incinerated bottom ash as replacement of aluminium powder and as a source of silica [9], (ix) durability and thermal properties of autoclaved aerated concrete (AAC) [10], (x) improving energy efficiency by using powder industry waste [11], (xi) use of copper tailings and blast furnace slag to reduce the CO 2 emission in production of AAC [12], (xii) short polymeric fibres used as internal reinforcement for non-autoclaved aerated concrete (NAAC) [13] and (xiii) phosphogypsum used as activator and filler in NAAC [14]. The aeration level is reported to be influenced by a dosage of aluminium powder, alkalinity of cement and water-cement ratio [1].…”