Research Article
Numerical Analysis of a Dual-Layer Geosynthetic-Encased Stone Column Installed in Soft Soil
Figure 8
Effect of encasement on axial stress vs. settlement for single column of various diameter of stone column: (a) s/d = 2, (b) s/d = 3, and (c) s/d = 4.
(a) |
(b) |
(c) |