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Mathematical Problems in Engineering
/
2021
/
Article
/
Tab 1
/
Research Article
Buckling Stability Analysis for Piles in the Slope Foundation Based on Cusp Catastrophe Theory
Table 1
Material parameters for the pile and soil.
E
(MPa)
γ
(kN∙m
−3
)
m
(MN∙m
−4
)
τ
(kPa)
2.38 × 10
4
25
5.0
20