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 lf (m)	Anchorage section la (m)	Prestress (kN)
1	12	13	300
2	10	12	350
3	7.5	12.5	350
4	6.5	12.5	300