Self-Compacting Concrete with Partially Substitution of Waste Marble: A Review

International Journal of Concrete Structures and Materials

Table 2 Strength Properties of Concrete with WM

References	Percentage Range of WM	Replacement	W/C		Days	Max Change in Compression Strength (%)	Max Change in Tensile Strength (%)	Max Change in Flexure Strength (%)	Remarks
(Boukhelkhal et al., 2017)	0 to 20%	Cement	0.4		28	44	–	–	Decreased
					56	35
					90	33
					180	19
(Topcu et al., 2009)	0 to 50%	Cement	0.38		28	48	-	36	Decreased
(Boukhelkhal et al., 2016)	0 to 20%	Cement	0.40		7	33	23	-	Decreased
(Boukhelkhal et al., 2016)	0 to 20%	Cement	0.40		28	40	17		Decreased
(Ofuyatan et al., 2022)	0 to 30%	Coarse Aggregate	0.40		7	38	68	15	Decreased
					14	33	72
					28	28	44	40
(Choudhary et al., 2019)	0 to 30%	Cement	0.36		7	13	–	–	Decreased
(Choudhary et al., 2019)	0 to 30%	Cement	0.36		28	14		–	Decreased
(Latha et al., 2015)	0 to 20%	Sand	0.4 to 0.5		7	12.5	–	–	Increased
(Latha et al., 2015)	0 to 20%	Sand	0.4 to 0.5		28	12.5	12.6	12.3	Increased
(Abid & Singh, 2019)	0 to 15%	Sand	0.45		7	30	67	146	Increased
					14	26	79	31
					28	28	65	32
(Pala et al., 2015)	0 to 25%	Sand	0.36		7	28	–	–	Decreased
					14	28	–	–	Decreased
					28	28
(Rahman et al., 2019)	0 to 50%	Sand		–	7	17.1	9.0	8.0	Increased
(Rahman et al., 2019)	0 to 50%	Sand		–	28	10.5			Increased
(Tomar & Kumar, 2018)	0 to 50%	Sand		–	7	4.5	–	–	Increased
(Tomar & Kumar, 2018)	0 to 50%	Sand		–	28	7.9	–	–	Increased
(Pattapu & Lal n.d.)	0 to 50%	Cement		0.33	28	50	–	33	Decreased
(Choudhary et al., 2021)	0 to 30%	Cement		0.33	7	11	–	–	Increased
					28	8.0
					56	7.0
					90	13
(Ofuyatan et al., 2019)	0 to 35%	Sand		0.50	7	30	10	–	Increased
					28	22	41
					56	5.0	16
					90	6.0	8