Research Article
Boundary Value Problem for Analysis of Portal Double-Row Stabilizing Piles
Table 1
Parameters of material properties.
| ā | Young's modulus (GPa) | Shear modulus (GPa) | Modulus of subgrade reaction (MPa/m) |
| C30 concrete | 30 | 12 | / | Completely decomposed mudstone | / | / | 80 | Intensely weathered mudstone | / | / | 110 | Moderately weathered mudstone | / | / | 150 |
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