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)

TP-1(RDF)189002464320080.66
TP-2(RDF)11820004649560073.61
TP-3(RDF)12328007196900079.52
TP-4(RDC)189003608400051.55
TP-5(RDC)11820005096630072.35
TP-6(RDC)123280086051000064.26

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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