Program:
Nyelv:

Vertical Bearing Capacity of Driven Pile

The pile bearing capacity of single driven pile in layered subsoil is given by:

where:

As

-

pile base area

q0

-

pile base bearing capacity according to table Q.1

γf1, γf3

-

coefficients of pile material (chapter 6.6.1.2.1, table 9)

γf2, γf4

-

coefficients of load type (chapter 6.6.1.2.1, table 10)

di

-

pile diameter in layer

hi

-

layer thickness

qsi

-

shaft resistance according to table Q.2

Note: Both tables for determining of base resistance q0 and shaft resistance qs are implemented in the program.

Literature:

CSN 73 1004 (July 2020)

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