Advances in Civil Engineering / 2019 / Article / Tab 2

Research Article

Calculation of Pile Side Friction by Multiparameter Statistical Analysis

Table 2

Shear strength parameters.

Soil layer divisionNumber of samplesCohesive force (kPa)Internal friction angle (°)
MaximumMinimumAverageMaximumMinimumAverage

Loessial soil ()88.35.46.829.425.928.4
Old loess ()2643.011.830.532.918.625.8

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