Deep Foundation
Deign Methods
Pile Selection Guide
1 Ultimate Pile Load Capacity
Shaft Resistance
2 Shaft Capacity in Clay (Alpha Method)
Shaft Capacity in Clay (Alpha Method)
3 Shaft Capacity in Clay (Alpha Method)
Soft-stiff clay Adhesion factors
4 © Learning™ / Thomson Publishing 2004 Brooks/Cole
Nature of variation of undrained shear strength (cu) with time around a pile driven into soft clay © Learning™ / Thomson Publishing 2004 Brooks/Cole
Variation of Qs with time for a pile driven into soft clay (based on load test results of Terzaghi and Peck, 1967)
5 © Learning™ / Thomson Publishing 2004 Brooks/Cole Compaction of sand near driven piles (after Meyerhof, 1961)
= pile critical depth
© 2004 Brooks/Cole Publishing / Thomson Learning™ Unit frictional resistance for piles in sand
6 • For z = 0 to L’
fs = Kσo’tanδ=βtanδ Where β = Kσo’ • For z = L’ to L
fs = fz=L
Qs = fs Σp ΔL Where p = perimeter of pile ΔL = incremental pile length which p and fs are taken constant
Shaft Capacity in Sand (Beta Method)
δ is the shaft soil friction angle
7 Shaft Capacity in Sand (Beta Method)
Shaft Capacity in Sand (Beta Method)
8 Vesic Tests
Shaft Capacity in Sand (Practical Design)
9 Shaft Resistance
End Bearing
10 End Bearing Failure Assumptions
End Bearing Failure Assumptions
11 End Bearing Factor (Nq)
End Bearing based on SPT
12 End Bearing Layered Soils
End Bearing Issues
13 Cone Penetration Test (cpt)
Shaft Resistance in Clays
14 Shaft Resistance in SAND
Beware of variability with different methods
End Bearing
15 Piles to Rock
Piles to Rock
16 Importance of Shaft Friction
Piles to Rock a, b reduction factors (Williams & Pells 1981)
17 Piles to Rock End Bearing Parameters
Uplift Capacity
18 Uplift Capacity SAND
Uplift Capacity SAND Single Pile
19 Cyclic Loading
Cyclic Stability Diagram
20 Negative Skin Friction
Down drag due to settlement
© 2004 Brooks/Cole Publishing / Thomson Learning™
21 © Learning™ / Thomson Publishing 2004 Brooks/Cole
Negative skin friction on a pile in the harbor of Oslo, Norway (based on Bjerrum et al. (1969) and Wong and Teh (1995)
Pile Groups © Learning™ / Thomson Publishing 2004 Brooks/Cole
22 Pile Group Efficiency © Learning™ / Thomson Publishing 2004 Brooks/Cole
23 © Learning™ / Thomson Publishing 2004 Brooks/Cole
Friction Pile Groups in Clay
24 Block Analysis © Learning™ / Thomson Publishing 2004 Brooks/Cole
© 2004 Brooks/Cole Publishing / Thomson Learning™
25 © 2004 Brooks/Cole Publishing / Thomson Learning™ © Learning™ / Thomson Publishing 2004 Brooks/Cole
26 Other Pile Group Cases
Effect of Weak Under Layer
27 Pile Structural Design
Buckling
28 Buckling
Corrosion Rates for Steel
29 Corrosion Protection Methods
30