Advances in Civil Engineering / 2019 / Article / Tab 1

Research Article

Calculation of Pile Side Friction by Multiparameter Statistical Analysis

Table 1

Stratigraphic characteristics and physical indicators in experimental area.

Soil layer divisionDepth (m)Layer thickness (m)Density (g/cm3)Water content (%)Void ratio Liquid index Compression coefficient (MPa−1)

Loessial soil ()0∼6.51.8∼6.51.6816.30.8830.370.35
Old loess ()6.5∼5024∼43.51.857.90.5860.260.12

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