Research Article
Boundary Value Problem for Analysis of Portal Double-Row Stabilizing Piles
Table 1
Parameters of material properties.
| | | 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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