Research Article
Buckling Stability Analysis for Piles in the Slope Foundation Based on Cusp Catastrophe Theory
Table 4
Critical buckling load for piles in the slope foundation with varying limit friction strength (MN).
| L (m) | τ = 0 kPa | τ = 30 kPa | τ = 60 kPa |
| 10 | 36.084 | 36.129 | 36.174 | 20 | 68.169 | 68.259 | 68.348 | 30 | 240.879 | 241.013 | 241.147 | 40 | 632.531 | 632.710 | 632.888 | 50 | 1336.45 | 1336.67 | 1336.90 | 60 | 2447.71 | 2447.98 | 2448.25 |
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