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.

Depth	Plastic limit, (%)	Liquid limit, (%)
3∼6.5 m	28.2∼35.1	55.3∼61.9
6.5∼10 m	26.6∼31.6	48.8∼60.1
10∼13 m	26.8∼29.9	47.0∼57.4
13∼17 m	26.3∼33.2	46.5∼60.3
17∼22 m	21.5∼26.8	36.3∼49.2
Total	21.5∼35.1	36.3∼61.9
Mean value	29.0	52.8