Table 5.

Hardened mortar prisms with kneading water replaced by different percentages of lime solution.

Mortar Specimens	Tensile Strength (MPa)		Compressive Strength (MPa)
M_0%	0.79	0.86 ± 0.09	1.49	1.98 ± 0.32
	0.99		1.73
	0.79		2.22
	0.80		2.43
	0.95		2.26
	--		1.75
M_5%	1.07	1.11 ± 0.04	2.28	2.40 ± 0.11
	1.08		2.36
	1.19		2.55
	1.12		2.55
	1.08		2.43
	--		2.21
M_10%	1.37	1.34 ± 0.06	3.77	3.23 ± 0.19
	1.25		3.13
	1.39		3.19
	1.28		2.95
	1.39		3.27
	--		3.06
M_15%	1.28	1.40 ± 0.11	4.34	3.88 ± 0.28
	1.59		3.73
	1.33		3.97
	1.49		3.84
	1.31		3.22
	--		4.18