Research Article
Numerical Analysis of a Dual-Layer Geosynthetic-Encased Stone Column Installed in Soft Soil
Table 3
Properties of the materials used for PLAXIS 3D.
| Parameters | Properties | Clay | Stone material |
| Poisson’s ratio (μ) | 0.4 | 0.3 | Shear strength, cu (kPa) | 14 | 0 | Modulus of elasticity (kPa) | 4000 | 45,000 | Angle of internal friction (ϕ) | 0 | 38° | Dilatancy angle (ψ) | 0 | 8° |
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