Evaluation Technique of Chloride Penetration Using Apparent Diffusion Coefficient and Neural Network Algorithm

Table 3

Mix proportions for HPC.

Names of mix	Items
	w/b	Unit weight (kg/m^3)							Binder × %
		W	Binder Materials				S	G	Admixture
			C	GGBS	FA	SF			SP	AE
o100-37	0.37	168	454	—	—	—	767	952	1.0	0.017
o100-42	0.42	168	400	—	—	—	787	976	0.9	0.015
o100-47	0.47	168	357	—	—	—	838	960	0.85	0.017
g30o70-37	0.37	168	318	136	—	—	762	946	0.8	0.018
g30o70-42	0.42	168	280	120	—	—	783	972	0.75	0.013
g30o70-47	0.47	168	250	107	—	—	835	956	0.65	0.015
g50o50-37	0.37	168	227	227	—	—	760	943	0.75	0.017
g50o50-42	0.42	168	200	200	—	—	780	969	0.7	0.0135
g50o50-47	0.47	168	178	179	—	—	832	853	0.6	0.015
f10o90-37	0.37	168	409	—	45	—	760	943	0.75	0.018
f10o90-42	0.42	168	360	—	40	—	780	969	0.9	0.021
f10o90-47	0.47	168	321	—	36	—	832	952	0.75	0.017
f20o80-37	0.37	168	363	—	91	—	752	934	0.75	0.018
f20o80-42	0.42	168	320	—	80	—	774	961	0.85	0.025
f20o80-47	0.47	168	286	—	71	—	826	946	0.7	0.017
f30o70-37	0.37	168	318	—	136	—	745	952	0.75	0.2
f30o70-42	0.42	168	280	—	120	—	768	953	0.75	0.015
f30o70-47	0.47	168	250	—	107	—	820	939	0.65	0.019
f10s05-37	0.37	168	386	—	45	23	756	938	1.0	0.023
f10s05-42	0.42	168	340	—	40	20	777	965	0.9	0.021
f10s05-47	0.47	168	303	—	36	18	829	950	0.9	0.021
f20s05-37	0.37	168	340	—	91	23	749	929	0.9	0.023
f20s05-42	0.42	168	300	—	80	20	771	957	0.85	0.025
f20s05-47	0.47	168	268	—	71	18	810	927	0.9	0.025
g30s05-37	0.37	168	295	136	—	23	759	942	0.75	0.015
g30s05-42	0.42	168	260	120	—	20	765	949	0.75	0.015
g30s05-47	0.47	168	232	107	—	18	832	952	0.8	0.015
g35f15-37	0.37	168	227	159	68	—	751	932	0.65	0.014
g35f15-42	0.42	168	200	140	60	—	773	959	0.65	0.014
g35f15-47	0.47	168	178	125	54	—	804	921	0.7	0.014

w/b: water to binder ratio.
G: gravel.
AE: air entrainer.
S: sand.
SP: superplasticizer.