Research Article

A Calculation Method of Bearing Capacity of Single Squeezed Branch Pile Based on Load Transfer Method

Table 7

Analysis of the field test and theoretical results.

Load (kN)20.0030.0040.0050.0060.0070.0080.0090.00

Absolute error (mm)0.3070.5250.3870.1790.2650.7060.2180.112
Ultimate bearing capacity (kN)81.17
Relative error (%)1.46