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

<div>Measured unit base resistance versus pile head settlement for all piles. (a) TP-1 and TP-4 with <i>L</i> = 8.0 m; (b) TP-2 and TP-5 with <i>L</i> = 18.0 m; (c) TP-3 and TP-6 with <i>L</i> = 23.0 m.</div>

Advances in Materials Science and Engineering

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Figure 9

Figure 9: Characteristics of Gravelly Granite Residual Soil in Bored Pile Design: An In Situ Test in Shenzhen 