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Table 7 Results of test

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

Test number A B Blank column C Settlement/mm The maximum lateral displacement of piles/mm
1 1 1 1 1 11.53 27.08
2 1 2 2 2 13.62 29.35
3 1 3 3 3 14.92 30.68
4 2 1 2 3 12.32 27.69
5 2 2 3 1 14.54 30.15
6 2 3 1 2 15.30 31.05
7 3 1 3 2 14.04 29.32
8 3 2 1 3 15.27 30.71
9 3 3 2 1 16.21 31.88