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The bearing pile capacity of a pile is the maximum load which it can carry without failure or excessive settlement of the ground.
The bearing capacity of a pile depends primarily on 3 factors as given below,
- Type of soil through which pile is embedded
- Method of pile installation
- Pile dimension (cross section & length of pile)
While calculating pile load capacity for cast in situ concrete piles, using static analysis, we need to use soil shear strength parameter and dimension of pile.
VERTICALLY LOADED PILES, CARRYING
So, basically first I willdiscuss about the pile foundation then in the next module I will discuss about the wellfoundation or the…
So, these are the different types of deep foundation CAPACITY ANALYSIS Unit weight of soil (gamma) For undrained soils use phi’ = 0 Angle of friction (phi’) Adhesion Factor Angle of friction between pile and soil Depth to Water Table ? =Square, ? =Circular Diameter of pile Depth to base of pile Applied load – includes weight of pile Vertical Load P = Ks = 1-sin f Ks = Base Resistance Qb = Shaft Resistance Qs = Total ultimate resistance Qu = Qb + Qs Qu = Allowable Load Qa =Qb/SFbase+Qs/SFsaft Qa = Overall factor of safety Qu / P =
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4 thoughts on “Pile Capacity Analysis Software”
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