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Advances in Civil Engineering
/
2019
/
Article
/
Tab 2
/
Research Article
Study on the Design Method for the Deformation State Control of Pile-Anchor Structures in Deep Foundation Pits
Table 2
Parameters of each anchor cable.
Cable no.
Free section
l
f
(m)
Anchorage section
l
a
(m)
Prestress (kN)
1
12
13
300
2
10
12
350
3
7.5
12.5
350
4
6.5
12.5
300