Assertion: pipe pile | /r/CapableOf | penetrate cohesive soils
Facets:
Source sentences:
text: If the pipe pile penetrates cohesive soils, the shaft friction, f (in kPa), at any point along the pile may be calculated by: (4.14) f = α c where α = a dimensionless factor and c = undrained shear strength of the soil at the point in question.
text: If the pipe pile penetrates cohesive soils, the shaft friction, f (in kPa), at any point along the pile may be calculated by: (4.14) f = α c where α = a dimensionless factor and c = undrained shear strength of the soil at the point in question.