Durability Evaluation in Concrete Using Cracked Permeability and Chloride Permeability Tests

Table 1

Various concrete mixture proportions used in the study.

Mix Id	F/C ratio	Cement	Fine aggregate	Quarry dust	Coarse aggregate	Water	Superplasticizer	w/c
		(kg/m^3)
M1	0.6	300	788	0	1313	420	2.4	0.35
M2	0.7	300	865	0	1313	395	2.4	0.35
M3	0.8	300	933	0	1313	373	2.4	0.35
M4	0.6	300	0	788	1333	420	2.4	0.35
M5	0.7	300	0	865	1333	395	2.4	0.35
M6	0.8	300	0	933	1333	373	2.4	0.35
M7	0.6	350	769	0	1281	410	2.8	0.35
M8	0.7	350	844	0	1206	386	2.8	0.35
M9	0.8	350	911	0	1139	364	2.8	0.35
M10	0.6	350	0	769	1281	410	2.8	0.35
M11	0.7	350	0	844	1206	386	2.8	0.35
M12	0.8	350	0	911	1139	364	2.8	0.35
M13	0.6	400	750	0	1250	400	2.8	0.35
M14	0.7	400	824	0	1176	376	2.8	0.35
M15	0.8	400	889	0	1111	356	3.2	0.35
M16	0.6	400	0	750	1250	400	3.2	0.35
M17	0.7	400	0	824	1176	376	3.2	0.35
M18	0.8	400	0	889	1111	356	3.2	0.35