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Advances in Civil Engineering
/
2019
/
Article
/
Tab 5
/
Research Article
Study on the Design Method for the Deformation State Control of Pile-Anchor Structures in Deep Foundation Pits
Table 5
Internal friction angle
φ
of the soil.
No.
a
b
c
d
e
f
φ
(°)
45
40
35
30
25
20
15