Research Article
Characteristics of Gravelly Granite Residual Soil in Bored Pile Design: An In Situ Test in Shenzhen
Figure 10
Relationship between SPT-N and the ultimate unit shaft resistance (qsu) and ultimate unit base resistance (qbu) in the granite residual soil of all piles. (a) qsu versus N. (b) qbu versus N.
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| (b) |