Table 2

Mechanical tests and hygrometric behavior results: slump (mm), hardened density (ρ), compressive strength (Rc), water vapor resistance factor (µ) and moisture buffering value (MBV) of hydraulic lime (HL)-based mortars. S: sand, A1: zeolite, A2 silica gel, A3 activated carbon.

Mix Slump ρ Rc µ MBV
(mm) (kg/m3) (MPa) (−) (g/m2*RH)
HL-S 127 1800 9.76 15.53 0.12
HL-S TiO2 118 1870 10.87 14.93 0.13
HL-A1 110 1390 11.10 11.45 0.42
HL-A1 TiO2 110 1340 8.87 11.05 0.53
HL-A2 123 910 1.00 5.46 0.49
HL-A2 TiO2 118 900 0.80 5.56 0.44
HL-A3 105 1220 15.28 6.47 0.26
HL-A3 TiO2 111 1210 12.57 5.55 0.39

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