
| Column 1 | Column 2 |
|---|---|
| (I) Converse-Labarre formula | (P) Pile capacity from dynamic formula |
| (II) Hiley formula | (Q) Pile group efficiency |
| (III) Newmark's influence chart | (R) Bearing capacity factor of saturated clay |
| (IV) Skempton's equation | (S) Increase in vertical stress below footing |
| Point | Staff Readings Back side | Staff Readings Fore side | Remarks |
|---|---|---|---|
| P | -2.050 | - | 200.000 |
| Q | 1.050 | 0.95 | Change Point |
| R | - | -1.655 | - |