Research Article
Ultimate Capacity Analysis and Determination of the Position of Failure Surface for Uplift Piles
Table 3
Comparison of uplift capacity calculated using different methods and field test result.
| Parameters | | Gross uplift capacity (kN) | |
| Diameter (m) | 1.2 | Ismael and Klym full-scale test | 888.8 | Length (m) | 6.4 | Chattopadhyay method [14] | 968.8 | Internal friction angle (Deg.) | 34 | Shanker method [4] | 714.3 | Pile-soil friction angle (Deg.) | 27 | Truncated method [17] | 463.2 | Unit weight (kN/m3) | 11 | Meyerhof method [12] | 325.1 | | | Proposed method | 935.2 |
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