Advances in Materials Science and Engineering / 2018 / Article / Tab 5

Research Article

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

Table 5

Unit base resistance (kPa).

PileTP-1TP-2TP-3TP-4TP-5TP-6

qb,max126820223018121017362607
qb,crit7721368136410528131980
qbu,e297238655536342848066101

qb,max: the maximum measured unit base resistance; qb,crit: the interpreted critical failure resistance at a pile head settlement of 40 mm; qbu,e: the estimated ultimate unit base resistance based on Chin’s method.

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