KI Syed Ahmed Kabeer and Ashok Kumar Vyas studied the performance of cement mortar made with marble dust as fine aggregate. The fine aggregate was replaced with marble dust in steps of 0, 20, 40, 60, 80 and 100%. It was found that the characteristic variation of the water requirement allows the required workability of the marble-embedded mortar mixes 1:3 (A), 1:4 (B), 1:5 (C)) and 1:6 (D) to be achieved ) due to the thixotropic nature of marble dust. Say no to plagiarism. Get a tailor-made essay on "Why Violent Video Games Shouldn't Be Banned"? Get an original essayCorinaldesi et al. evaluated the possibility of using marble dust to replace sand and cement in cement mortars. They replaced 10% of sand with marble dust to prepare a 1:3 mix with and without superplasticizer. As a result of the results they found that replacing 10% of sand with marble dust provides maximum strength with the same workability. Khyaliya et al. carried out compressive strength tests to verify the possibility of using marble powder to replace sand in the lean mortar. They replaced the sand with marble dust at 25, 50, 75 and 100% by volume. An increase in compressive strength of up to 50% is found by replacing river sand with marble dust. At the 50% replacement level the compressive strength increased from 2.84 MPa (control mix) to 7.04 MPa (50% replacement level). KI Syed Ahmed Kabeer and Ashok Kumar Vyas studied the performance of cement mortar made with marble dust as fine aggregate. The fine aggregate was replaced with marble dust in steps of 0, 20, 40, 60, 80 and 100%. At a replacement level of 20% the maximum compressive strength was obtained for the cement sand ratio 1:3 (A), 1:4 (B) and 1:5 (C) compared to conventional mortar. On the other hand, for the replacement of cement sand ratio 1:6 (D), up to 60% of sand with marble dust achieves maximum strength. Khyaliya et al. determined the drying shrinkage of the control mortar mix and changed it to 25 days of exposure conditions. From the figure it is observed that the drying shrinkage is the same at the end of the exposure duration of the control mix and the mix modified with marble at a replacement level of 50%. Therefore, cracking will not be a problem when using up to 50% marble dust waste as a replacement for river sand. KI Syed Ahmed Kabeer and Ashok Kumar Vyas carried out drying shrinkage tests of cement mortar made with and without marble dust as fine aggregate. In this study the fine aggregate was replaced with marble dust at various levels of replacement; 20, 40, 60, 80 and 100%. From the figure it was observed that the drying shrinkage is the same as the control mortar and the mortar with 20% replacement level. This is due to the greater specific surface area of ​​marble dust compared to sand. In the following years, the use of solid waste (stone waste and marble dust) in various forms in cement mortar as a partial replacement of fine aggregate was studied. This review paper has presented a number of aspects on solid waste (stone waste and marble dust) and their use in mortar, which can be summarized and concluded as: Effect of stone waste 1.) Cement mortar incorporating 25 % stone waste as a substitute for river sand has a positive impact on the compressive strength property, depending on the mortar mix.2.) Stone dust uses up to 25%.