Calculation of Pile Side Friction by Multiparameter Statistical Analysis
Table 1
Stratigraphic characteristics and physical indicators in experimental area.
Soil layer division
Depth (m)
Layer thickness (m)
Density (g/cm3)
Water content (%)
Void ratio
Liquid index
Compression coefficient (MPa−1)
Loessial soil ()
0∼6.5
1.8∼6.5
1.68
16.3
0.883
0.37
0.35
Old loess ()
6.5∼50
24∼43.5
1.85
7.9
0.586
0.26
0.12
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