Overview of supplementary cementitious materials usage in lightweight aggregate concrete

•Summary of effect of SCM on fresh, hardened and durability properties of LWAC.•Silica fume is the most effective SCM for enhancing properties of LWAC.•Inclusion of fly ash and GGBS give good performance of LWAC.•Further investigation required for SCM of more porous nature such as RHA and POFA. The decrease in density of lightweight aggregate concrete (LWAC) leads to the economic savings in terms of structural design, transportation and handling costs. LWAC exhibits better insulation properties and resistance towards earthquake effects as compared to normal concrete. However, the use of higher content and better quality of cement paste in LWAC may increase the overall cost of production. Therefore, the possibility of utilizing supplementary cementitious material (SCM), especially at higher volume is desirable to reduce the cement consumption and carbon footprint. This review summarizes previous findings on the utilization of different types of SCM (such as silica fume, fly ash, ground granulated blast furnace slag, metakaolin, etc.) in LWAC as well as the effects on the resulting concrete performances, namely the fresh, mechanical and durability properties. In general, the silica fume is the most effective SCM for performance enhancement of LWAC, and the use of fly ash and ground granulated blast furnace slag are also feasible if lower cost and higher cement replacement levels are desired. On the other hand, literatures are relatively limited for the case of utilization of SCM which are porous in nature such as rice husk ash, palm oil fuel ash, pumice powder, volcanic ash and more, and hence further research works are required to fully understand their effects on LWAC.