pile foundations module #9 prepared by dr. randy r. rapp july 2005
TRANSCRIPT
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Pile FoundationsModule #9
Prepared by
Dr. Randy R. RappJuly 2005
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2005, Randy R. Rapp 2
Site Investigation
• Equipment: auger (hollow-stem), split-spoon sampler, Dutch cone
• Data sought and recorded
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Types of Bearing
• Friction piles– In deposits with very deep bearing strata,
perhaps minimal end-bearing
• End-bearing piles
• Compaction piles
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Augering Caissons
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Pile Types
• Timber– Beware delivery and storage
• Cast-in-place concrete– Cased
• Pipe• Shell• Fluted
– Uncased– “Wet” holes must be remediated
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Pile Types (Cont’d)
• Precast (typically prestressed)– Plant inspection may be required– Handling is critical: beware hard-to-see
failures
• Steel (H-pile)– Superior if splicing perhaps needed
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Driving Piles
• Match hammer, pile, cushions for efficiency
• Impedance = ρ 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?)
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Driving Piles (Cont’d)
• 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 type—very costly
• Pile heave: neighboring piles, frost
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Driving H-Piles for Pile Cap
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Hammer Types
• Hammers– Drop– Air– Steam– Diesel– Vibratory
• Leads– Fixed: A-frame– Hanging or swinging
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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
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Pile Load Test
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Inspector Duties
• Review the hammer manual, if available
• Be sure that the contractor is consistent:– Technique– Equipment settings
• See pp. 241-44
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Sheet Piling
• Differences from bearing piles– Subsurface flow cutoff– Soil retention– Alignment critical: interlock usually desired
• Anchored bulkheads
• Soil “nails”
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Driving Sheet Piles w/ Hydraulic Hammer