Advances in Materials Science and Engineering / 2018 / Article / Tab 1

Research Article

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

Table 1

The Atterberg limit test result of granite residual soil.

DepthPlastic limit, (%)Liquid limit, (%)

3∼6.5 m28.2∼35.155.3∼61.9
6.5∼10 m26.6∼31.648.8∼60.1
10∼13 m26.8∼29.947.0∼57.4
13∼17 m26.3∼33.246.5∼60.3
17∼22 m21.5∼26.836.3∼49.2
Total21.5∼35.136.3∼61.9
Mean value29.052.8

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