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Table 2 Parameters of anchor cables

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

Layer

Horizontal interval (m)

Number of steel strand

Orifice relative elevation (m)

Drilling angle (°)

Length of free segment (m)

Length of anchoring section (m)

Design value (kN)

Pre-stressing value (kN)

1

1.20/2.40

6

−1.50

25

30

3

500

300

2

−4.75

25

22

750

450

3

−9.50

20

27

850

510

4

−14.00

15

19

800

480