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Pile Foundations Module

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Title: Pile Foundations Module


1
Pile FoundationsModule 9
Prepared by Dr. Randy R. Rapp July 2005
2
Site Investigation
  • Equipment auger (hollow-stem), split-spoon
    sampler, Dutch cone
  • Data sought and recorded

3
Types of Bearing
  • Friction piles
  • In deposits with very deep bearing strata,
    perhaps minimal end-bearing
  • End-bearing piles
  • Compaction piles

4
Augering Caissons
5
Pile Types
  • Timber
  • Beware delivery and storage
  • Cast-in-place concrete
  • Cased
  • Pipe
  • Shell
  • Fluted
  • Uncased
  • Wet holes must be remediated

6
Pile Types (Contd)
  • Precast (typically prestressed)
  • Plant inspection may be required
  • Handling is critical beware hard-to-see failures
  • Steel (H-pile)
  • Superior if splicing perhaps needed

7
Driving Piles
  • Match hammer, pile, cushions for efficiency
  • Impedance ? x c x A, potential capacity
  • Specified number of blows per inch driven
    indicates that capacity is achieved
  • Wave equation analysis by instrumentation
  • Empirical formulas (dynamic behavior relates to
    static capacity?)

8
Driving Piles (Contd)
  • Count blows per foot, until design blow count
    approached
  • Then count blows per inch until specification
    achieved
  • Underdriving is costly, but overdriving might
    cause irreparable damage to any pile typevery
    costly
  • Pile heave neighboring piles, frost

9
Driving H-Piles for Pile Cap
10
Hammer Types
  • Hammers
  • Drop
  • Air
  • Steam
  • Diesel
  • Vibratory
  • Leads
  • Fixed A-frame
  • Hanging or swinging

11
Pile Load Tests
  • Load imparted to pile in gradual steps to twice
    design load, as settlement data recorded
  • Often, load removed in steps, too, to produce
    load-deflection curve, p. 228
  • Behavior
  • Elastic deformation
  • Buckling
  • Puncture
  • Ensure multiple deflection references, in case
    one is lost

12
Pile Load Test
13
Inspector Duties
  • Review the hammer manual, if available
  • Be sure that the contractor is consistent
  • Technique
  • Equipment settings
  • See pp. 241-44

14
Sheet Piling
  • Differences from bearing piles
  • Subsurface flow cutoff
  • Soil retention
  • Alignment critical interlock usually desired
  • Anchored bulkheads
  • Soil nails

15
Driving Sheet Piles w/ Hydraulic Hammer
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