Research Article

Compressive Capacity of Vortex-Compression Nodular Piles

Table 2

Physical and mechanical parameters of model piles and soil around pile.

Model materialConstitutive modelDensity (g/)Shear modulus (MPa)Poisson’s ratio (MPa)Cohesion (kPa)Internal friction angle (°)

Model pileElastic model2.74.0 × 1040.25
Soil around pileMoore Coulomb1.8200.33430