Table 4 Results of ANOVA test for concrete pile bearing capacity database.
Source of Variation | SS | df | MS | F | P-value | F crit |
|---|---|---|---|---|---|---|
L (m) | ||||||
Between Groups | 35,800,223 | 1 | 35,800,223 | 156.7955 | 3E-28 | 3.878924 |
Within Groups | 57,081,066 | 250 | 228,324.3 | |||
D (m) | ||||||
Between Groups | 38,768,562 | 1 | 38,768,562 | 169.8884 | 5.59E-30 | 3.878924 |
Within Groups | 57,050,059 | 250 | 228,200.2 | |||
Qi (kPa) | ||||||
Between Groups | 7,374,068 | 1 | 7,374,068 | 24.85387 | 1.16E-06 | 3.878924 |
Within Groups | 74,174,252 | 250 | 296,697 | |||
T (Days) | ||||||
Between Groups | 37,729,476 | 1 | 37,729,476 | 165.0666 | 2.39E-29 | 3.878924 |
Within Groups | 57,142,824 | 250 | 228,571.3 | |||
Su (kPa) | ||||||
Between Groups | 30,779,315 | 1 | 30,779,315 | 134.1665 | 4.03E-25 | 3.878924 |
Within Groups | 57,352,832 | 250 | 229,411.3 | |||
PI (%) | ||||||
Between Groups | 35,363,738 | 1 | 35,363,738 | 154.9642 | 5.29E-28 | 3.878924 |
Within Groups | 57,051,477 | 250 | 228,205.9 | |||
qv (kPa) | ||||||
Between Groups | 21,524,673 | 1 | 21,524,673 | 92.77432 | 7.05E-19 | 3.878924 |
Within Groups | 58,002,779 | 250 | 232,011.1 |
