Table 2.

Mix design of cement paste and concrete with carbon fillers relative to one cubic meter of self-sensing materials.

Components	Cement Paste [kg/m3]	Concrete [kg/m3]
Cement 42.5 Pozzolanic	$C_p=1277\cdot \frac{1{\mathrm{m}}^3}{1{\mathrm{m}}^3+\Delta V_{PA}}$	$C_c=524\cdot \frac{1{\mathrm{m}}^3}{1{\mathrm{m}}^3+\Delta V_{CO}}$
Water	0.45 · Cp	0.45 · Cc
MWCNTs	n% · Cp	n% · Cc
Surfactant	n% · Cp	n% · Cc
Sand (0–4 mm)	-	1.8 · Cc
Medium Gravel (4–8 mm)	-	1.22 · Cc
Superplasticizer	variable	variable
Water/Cement Ratio	0.45	0.45