Research Article
Improvement of Bearing Capacity of Shallow Foundation on Geogrid Reinforced Silty Clay and Sand
Table 7
Comparison of ultimate bearing capacity based on
/
ratio.
| No. of geogrids | Test types | / | UBC (kN/m2) | % improvement | 10% BM | TIM | 10% BM | TIM |
| 1 | 1 geogrid in the interface of silty clay soil and sand layer | 0.67 | 248.98 | 153.22 | N/A | N/A | 1 | 1 geogrid at the sand in two-layer condition | 0.33 | 229.83 | 172.37 | 14.28 | 12.50 |
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