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Mathematical Problems in Engineering
/
2021
/
Article
/
Tab 5
/
Research Article
Buckling Stability Analysis for Piles in the Slope Foundation Based on Cusp Catastrophe Theory
Table 5
Pile-side soil resistance expressions.
Method name
q
(
x
,
y
)
0 ≤
x
<
l
1
l
1≤
x
≤
h
m
method
c
method
m
-constant method
c
-constant method