PILE BEARING CALCULATE THE BEARING CAPACITY AND DESIGN REINFORCED CONCRETE PILES GEOTECHNICAL | E14
PILE SETTLEMENT
kN max = 12223kN @ 25.0mm
1000 2000 3000 4000 5000 6000 7000 8000 9000 10E3 11E3 12E3 -7.50 -7.00 -6.50 -6.00 -5.50 -5.00 -4.50 -4.00 -3.50 -3.00 -2.50 -2.00 -1.50 -1.00 -.500
Total End
Side
Deflection (mm)
PILE CAPACITY (ULTIMATE)
Frict Cap max = -7.500m @ 1119kN
Capacity (kN)
Theory used in this module One of the simplest and most elegant methods to predict load/deformation curves is that proposed by Everett J.P. " Load Transfer Functions and Pile Performance Modelling, Geotechnics in the African Environment" (1991) ”. The load transfer functions comprise two components: a side shear transfer function and an end bearing transfer function.
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