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Table 8 Analysis of test results

From: The deformation of retaining piles and ground surface under various support systems during deep excavation

Evaluation index   A B   C
Settlement/mm K 1 40.07 37.89 42.10 42.28
K 2 42.16 43.43 42.15 42.96
K 3 45.52 46.43 43.50 42.51
k 1 13.36 12.63 14.03 14.09
k 2 14.05 14.48 14.05 14.32
k 3 15.17 15.48 14.50 14.17
R 5.45 8.54 1.40 0.68
Influence Degree B A C
Optimal Solution B1A1C1
The Maximum Lateral Displacement of Retaining Piles/mm K 1 87.11 84.09 88.84 89.11
K 2 88.89 90.21 88.92 89.72
K 3 91.91 93.61 90.15 89.08
k 1 29.04 28.03 29.61 29.70
k 2 29.63 30.07 29.64 29.91
k 3 30.64 31.20 30.05 29.69
R 4.80 9.52 1.31 0.64
Influence Degree B A C
Optimal Solution B1A1C3