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Geoenvironmental Disasters

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

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