Research Article
Sensitivity Study of the Computational Parameters for the Deformation of Homogeneous Earth Dams
Table 6
Orthogonal test design scheme and calculation results.
| | Number | (g/cm3) | | K | N | Rf | Kb | m | | Error column | /m | /m | /m |
| | 1 | 1 | 1 | 1 | 1 | 1 | 1 | 1 | 1 | 1 | 2.164 | 1.111 | 1.138 | | 2 | 1 | 1 | 1 | 1 | 2 | 2 | 2 | 2 | 2 | 2.309 | 1.880 | 1.927 | | 3 | 1 | 1 | 1 | 1 | 3 | 3 | 3 | 3 | 3 | 3.778 | 3.731 | 3.148 | | 4 | 1 | 2 | 2 | 2 | 1 | 1 | 1 | 2 | 2 | 1.895 | 0.666 | 0.747 | | 5 | 1 | 2 | 2 | 2 | 2 | 2 | 2 | 3 | 3 | 1.824 | 0.988 | 1.086 | | 6 | 1 | 2 | 2 | 2 | 3 | 3 | 3 | 1 | 1 | 1.762 | 1.686 | 2.013 | | 7 | 1 | 3 | 3 | 3 | 1 | 1 | 1 | 3 | 3 | 1.728 | 0.421 | 0.531 | | 8 | 1 | 3 | 3 | 3 | 2 | 2 | 2 | 1 | 1 | 1.582 | 0.543 | 0.658 | | 9 | 1 | 3 | 3 | 3 | 3 | 3 | 3 | 2 | 2 | 1.513 | 0.800 | 0.991 | | 10 | 2 | 1 | 2 | 3 | 1 | 2 | 3 | 1 | 2 | 1.872 | 0.871 | 0.954 | | 11 | 2 | 1 | 2 | 3 | 2 | 3 | 1 | 2 | 3 | 2.248 | 1.469 | 1.577 | | 12 | 2 | 1 | 2 | 3 | 3 | 1 | 2 | 3 | 1 | 5.266 | 5.619 | 5.346 | | 13 | 2 | 2 | 3 | 1 | 1 | 2 | 3 | 2 | 3 | 1.858 | 0.746 | 0.871 | | 14 | 2 | 2 | 3 | 1 | 2 | 3 | 1 | 3 | 1 | 2.029 | 1.157 | 1.271 | | 15 | 2 | 2 | 3 | 1 | 3 | 1 | 2 | 1 | 2 | 2.632 | 2.566 | 2.406 | | 16 | 2 | 3 | 1 | 2 | 1 | 2 | 3 | 3 | 1 | 1.825 | 0.749 | 8.870 | | 17 | 2 | 3 | 1 | 2 | 2 | 3 | 1 | 1 | 2 | 1.861 | 0.954 | 1.106 | | 18 | 2 | 3 | 1 | 2 | 3 | 1 | 2 | 2 | 3 | 2.456 | 2.517 | 3.051 | | 19 | 3 | 1 | 3 | 2 | 1 | 3 | 2 | 1 | 3 | 2.019 | 0.913 | 1.044 | | 20 | 3 | 1 | 3 | 2 | 2 | 1 | 3 | 2 | 1 | 2.813 | 1.755 | 1.795 | | 21 | 3 | 1 | 3 | 2 | 3 | 2 | 1 | 3 | 2 | 5.785 | 6.621 | 4.996 | | 22 | 3 | 2 | 1 | 3 | 1 | 3 | 2 | 2 | 1 | 1.991 | 0.889 | 1.085 | | 23 | 3 | 2 | 1 | 3 | 2 | 1 | 3 | 3 | 2 | 2.618 | 1.638 | 1.670 | | 24 | 3 | 2 | 1 | 3 | 3 | 2 | 1 | 1 | 3 | 2.887 | 3.329 | 2.357 | | 25 | 3 | 3 | 2 | 1 | 1 | 3 | 2 | 3 | 2 | 1.967 | 0.796 | 0.932 | | 26 | 3 | 3 | 2 | 1 | 2 | 1 | 3 | 1 | 3 | 2.383 | 1.192 | 1.369 | | 27 | 3 | 3 | 2 | 1 | 3 | 2 | 1 | 2 | 1 | 2.565 | 2.615 | 2.864 |
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