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 |