Evaluation of Strengths from Cement Hydration and Slag Reaction of Mortars Containing High Volume of Ground River Sand and GGBF Slag

Table 4

Mix proportions of mortars by weight.

Mixture	PC	GRS	GGBF Slag	Fine aggregate	W/B	Flow (%)
PC	1.0	—	—	2.75	0.54	107
LGRS40	0.6	0.4	—	2.75	0.53	106
LGRS50	0.5	0.5	—	2.75	0.54	105
LGRS60	0.4	0.6	—	2.75	0.54	105
MGRS40	0.6	0.4	—	2.75	0.54	111
MGRS50	0.5	0.5	—	2.75	0.55	105
MGRS60	0.4	0.6	—	2.75	0.54	113
SGRS40	0.6	0.4	—	2.75	0.53	106
SGRS50	0.5	0.5	—	2.75	0.54	115
SGRS60	0.4	0.6	—	2.75	0.55	111
LGGBF40	0.6	—	0.4	2.75	0.53	106
LGGBF50	0.5	—	0.5	2.75	0.53	112
LGGBF60	0.4	—	0.6	2.75	0.55	112
MGGBF40	0.6	—	0.4	2.75	0.54	114
MGGBF50	0.5	—	0.5	2.75	0.54	113
MGGBF60	0.4	—	0.6	2.75	0.53	114
SGGBF40	0.6	—	0.4	2.75	0.53	106
SGGBF50	0.5	—	0.5	2.75	0.53	115
SGGBF60	0.4	—	0.6	2.75	0.53	115