PILE BEARING CALCULATE THE BEARING CAPACITY AND DESIGN REINFORCED CONCRETE PILES GEOTECHNICAL | E14
Summary Pile Bearing can calculate the bearing capacity of piles considering the effects of pile length and diameter, installation type and soil conditions.
What makes this module special?
• Circular and Square pile design • Graphical output • Analysis results grouped on a Calcsheet
Detailed Description Pile Bearing can calculate the bearing capacity of piles considering the effects of pile length and diameter, installation type and soil conditions. The load transfer functions comprise two components: a side shear transfer function and an end bearing transfer function.
f= 11.90 kPa Very Dense Sand
2.00 m
2.00 m
f= 18.03 kPa Soft Clay
6.00 m
f= 200.00 kPa Very Soft Rock
7.50 m
f= 400.00 kPa Soft Rock
9.00 m
An analysis output table provides a summary of the friction and end bearing forces for each layer, for the allowable pile capacities, as well as the totals. A summary of the SLS and ULS settlements is also given. Additionally, the pile capacity vs pile length and the pile load vs deflection graphs are plotted.
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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