Table 7 Shear strength results.

From: Experimental study on vertical compressive bearing capacity of single pile in Weihe river second terrace

Saturation degree Sr /%

Cohesion c/kPa

Friction coefficient μ

Friction angle φ/°

50

48.67

0.73

36.25°

67

33.33

0.70

34.99°

80

22.00

0.67

33.69°

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