Table 6. Effect of GR stiffness on pile-soil sharing ratio.
| GR stiffness (kN/m) | 80 (single-layer geogrid) | 160 (two-layer geogrid) | 240 (three-layer geogrid) | 120 (single-layer geocell) |
|---|---|---|---|---|
| Numerical solution of load sharing ratio | 4.78 | 6.32 | 7.82 | 7.57 |
| Measured value of load sharing ratio | 5.41 | 6.38 | 7.64 | 7.29 |