| Borehole No | GWT (m) | Foundation width (m) | Static Analyses (kv = kh = 0) | Recommendations based on Factor of Safety | |
| Seismic Analyses (kv = 0.5kh) | |||||
| IS 1893-Part 124 (kh = 0.16) | EN 1998-Part 519 (kh = 0.25) | ||||
| 1 | 6.3 | 1.5 | S | S | NA |
| 3 | S | S | NA | ||
| 5 | S | S | S | ||
| 2 | 6.4 | 1.5 | S | S | NA |
| 3 | S | S | S | ||
| 5 | S | S | S | ||
| 3 | 6.8 | 1.5 | S | S | NA |
| 3 | S | S | NA | ||
| 5 | S | S | NA | ||
| 4 | 6.8 | 1.5 | S | S | NA |
| 3 | S | S | NA | ||
| 5 | S | S | S | ||
| 5 | 6.8 | 1.5 | S | S | NA |
| 3 | S | S | NA | ||
| 5 | S | S | S | ||
| 6 | 6.8 | 1.5 | S | S | NA |
| 3 | S | S | NA | ||
| 5 | S | S | S | ||
| 7 | 6.4 | 1.5 | S | S | NA |
| 3 | S | S | NA | ||
| 5 | S | S | S | ||
| 8 | 6.8 | 1.5 | S | S | NA |
| 3 | S | S | S | ||
| 5 | S | S | S | ||
| 9 | 6.9 | 1.5 | S | S | NA |
| 3 | S | S | NA | ||
| 5 | S | S | S | ||
| 10 | 6.8 | 1.5 | S | S | S |
| 3 | S | S | S | ||
| 5 | S | S | S | ||
| 11 | 6.6 | 1.5 | S | S | S |
| 3 | S | S | S | ||
| 5 | S | S | S | ||
| 12 | 6.8 | 1.5 | S | S | NA |
| 3 | S | S | S | ||
| 5 | S | S | S | ||