Deep

Deign Methods

Pile Selection Guide

1 Ultimate Pile Load Capacity

Shaft Resistance

2 Shaft Capacity in (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 (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 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 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

End Bearing Issues

13 (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 Protection Methods

30