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Advances in Civil Engineering
/
2021
/
Article
/
Tab 2
/
Research Article
Sensitivity of Multistage Fill Slope Based on Finite Element Model
Table 2
Parameters of frame beam, anchor, and antislide pile.
Structure
Dimensions (m)
Equivalent bending stiffness (×10
4
kN·m
2
/m)
Equivalent axial stiffness (×10
5
kN/m)
Frame beam
0.3
0.3
1
7.5
Antislide pile
d
= 1,
l
= 8
1
7.5
Anchor
l
= 10, 12, 15
—
2.0
Note:
d
is the diameter and
l
is the length.