Advances in Materials Science and Engineering / 2018 / Article / Fig 11

Research Article

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

Figure 11

Relationship of the average effective vertical stress () with the ultimate unit shaft resistance (q)su and ultimate unit base resistance (q)bu in granite residual soil. (a) (q)su versus . (b) (q)bu versus .

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