Multiscale Modeling of Elastic Properties of Sustainable Concretes by Microstructural-Based Micromechanics

Table 1

Mixture proportions.

Sample	Fiber content; (kg/m^3)	Portland cement; (kg/m^3)	Fly ash; (kg/m^3)	Slag cement; (kg/m^3)	Coarse aggregate; (kg/m^3)	Lightweight aggregate; (kg/m^3)	Fine aggregate; (kg/m^3)	Water; (kg/m^3)	w/c ratio
KC	—	806	—	—	645	—	645	282	0.35
KF1	12.2	810	—	—	648	—	648	312	0.39
KF2	24.3	806	—	—	645	—	645	338	0.42
CF2	—	297	74	—	1068	—	644	168	0.45
CF6	—	148	222	—	1068	—	584	168	0.45
CS6	—	148	—	222	1068	—	653	168	0.45
LF2	—	297	74	—	—	519	789	168	0.45
LF6	—	148	222	—	—	519	733	168	0.45
LS6	—	148	—	222	—	519	813	168	0.45