Advances in Materials Science and Engineering / 2018 / Article / Fig 10

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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