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Advances in Civil Engineering
/
2019
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Article
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Tab 3
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Research Article
Study on the Design Method for the Deformation State Control of Pile-Anchor Structures in Deep Foundation Pits
Table 3
Axial force of anchor cable and internal force of supporting pile at the foundation pit bottom.
Cable no.
1
2
3
4
Horizontal axial force (kN)
451
691
792
574
Internal force of the supporting pile at the foundation pit bottom
Bending moment
M
0
417 kN m
Shear force
Q
0
730 kN