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).



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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