Table 11 Analysis of extreme compressive strength of mortar
A | B | C | 1d | 3d | 7d | |
|---|---|---|---|---|---|---|
1 | 1(1:3) | 1(4.0) | 1(3.0) | 9.54 | 18.05 | 25.50 |
2 | 1(1:3) | 2(6.0) | 2(5.0) | 8.91 | 15.85 | 23.75 |
3 | 1(1:3) | 3(8.0) | 3(7.0) | 8.28 | 16.00 | 24.31 |
4 | 2(1:4) | 1(4.0) | 2(5.0) | 7.28 | 12.11 | 17.95 |
5 | 2(1:4) | 2(6.0) | 3(7.0) | 8.03 | 15.36 | 21.48 |
6 | 2(1:4) | 3(8.0) | 1(3.0) | 8.50 | 12.05 | 18.62 |
7 | 3(1:5) | 1(4.0) | 3(7.0) | 7.31 | 10.73 | 17.18 |
8 | 3(1:5) | 2(6.0) | 1(3.0) | 7.25 | 10.16 | 16.12 |
9 | 3(1:5) | 3(8.0) | 2(5.0) | 7.44 | 10.68 | 17.86 |
1d Resist press stubborn linear measure | ||||||
\({K}_{1}\) | 26.73 | 24.13 | 25.29 | |||
\({K}_{2}\) | 23.81 | 24.19 | 23.63 | |||
\({K}_{3}\) | 22.00 | 24.22 | 23.62 | |||
\(\overline{{ K}_{1}}\) | 8.91 | 8.04 | 8.43 | |||
\(\overline{{ K}_{2}}\) | 7.94 | 8.06 | 7.88 | |||
\(\overline{ {K}_{3}}\) | 7.33 | 8.07 | 7.87 | |||
Ra | 1.58 | 0.03 | 0.56 | |||
Excellent level | A1 | B3 | C1 | |||
Primary and secondary order | ACB | |||||
3d Resist press stubborn linear measure | ||||||
\({ K}_{1}\) | 49.90 | 40.89 | 40.26 | |||
\({ K}_{2}\) | 39.52 | 41.37 | 38.64 | |||
\({ K}_{3}\) | 31.57 | 38.73 | 42.09 | |||
\(\overline{{ K}_{1}}\) | 16.63 | 13.63 | 13.42 | |||
\(\overline{{ K}_{2}}\) | 13.17 | 13.79 | 12.88 | |||
\(\overline{{ K}_{3}}\) | 10.52 | 12.91 | 14.03 | |||
Ra | 6.11 | 0.88 | 1.15 | |||
Excellent level | A1 | B2 | C3 | |||
Primary and secondary order | ACB | |||||
7d Resist press stubborn linear measure | ||||||
\({ K}_{1}\) | 73.56 | 60.63 | 60.24 | |||
\({ K}_{2}\) | 58.05 | 61.35 | 59.56 | |||
\({ K}_{3}\) | 51.16 | 60.79 | 62.97 | |||
\(\overline{{ K}_{1}}\) | 24.52 | 20.21 | 20.08 | |||
\(\overline{{ K}_{2}}\) | 19.35 | 20.45 | 19.85 | |||
\(\overline{{ K}_{3}}\) | 17.05 | 20.26 | 20.99 | |||
Ra | 7.47 | 0.24 | 1.14 | |||
Excellent level | A1 | B2 | C3 | |||
Primary and secondary order | ACB | |||||