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Advances in Civil Engineering
/
2023
/
Article
/
Fig 7
/
Research Article
Numerical Analysis of a Dual-Layer Geosynthetic-Encased Stone Column Installed in Soft Soil
Figure 7
Axial stress vs. settlement of single column: (a)
s
/
d
= 2, (b)
s
/
d
= 3, and (c)
s
/
d
= 4.
(a)
(b)
(c)