Advances in Materials Science and Engineering / 2018 / Article / Tab 3

Research Article

Characteristics of Gravelly Granite Residual Soil in Bored Pile Design: An In Situ Test in Shenzhen

Table 3

Loading test results.

Diameter (m)Length (m)Design working load (kN)Critical failure load (kN)Max. Applied load (kN)Max. Settlement (mm)


Notes: 1. The design working load is based on a geotechnical investigation report and GB50007-2011. 2. The critical failure load is based on Chinese GB50007-2011, which stipulates that the critical failure load should correspond to a pile head settlement equal to 40 mm.

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