Mechanical Properties of Tunnel Muck with Fly-Ash Geopolymer

Table 3

Mechanical properties of the geopolymer samples from uniaxial compression experimental results.

No.	Mfa/Mtm		Mliquid/Msolid	NaOH (mol/L)	Strength (MPa)	Elasticity modulus (GPa)	Residual strength (MPa)	Peak strain (×10^−3)	Tenacity (J/m^3)
1	1 : 3	1.8	0.14	8	12.61	2.44	1.22	6.31	83.02
2	1 : 3	2.0	0.16	10	20.27	3.50	2.81	7.08	163.22
3	1 : 3	2.2	0.18	12	17.54	2.28	3.88	9.82	229.41
4	1 : 2	1.8	0.16	12	26.18	4.40	2.52	7.41	186.26
5	1 : 2	2.0	0.18	8	21.29	3.80	2.08	7.55	161.52
6	1 : 2	2.2	0.14	10	13.87	2.60	1.56	6.35	96.73
7	2 : 3	1.8	0.18	10	26.41	4.31	2.82	7.27	190.91
8	2 : 3	2.0	0.14	12	16.93	2.79	1.31	7.30	112.47
9	2 : 3	2.2	0.16	8	15.98	3.11	1.91	6.56	118.35