Pile Driving Equipment - index

Pile Driving Equipment - index
Chapter 1: Introduction - ufc_3_220_020012
Table 1-1. Timber Pile Specifications
Figure 1-1. Cross Section of a Concrete Post-tensioned Cylinder Pile
Table 1-2. Precast Concrete Pile Specifications
Sheet Piles
Table 1-3. Steel Pipe Pile Specifications
Table 1-4. Concrete Cast in Shell Driven with Mandrel
Table 1-5. Concrete Cast in Shell Driven without Mandrel
Table 1-6. Steel HP Section Piles
Table 1-7. Helical Steel Piles
Table 1-8. Composite Piles
Table 1-9. Expanded Base Piles
Material Specifications
General Installation Method
Figure 1-2. Typical pile shoes
Figure 1-2. Typical pile shoes (concluded)
Chapter 2: Factors for Design and Construction
Obstructions - ufc_3_220_020029
Table 2-1. Quick Guide to Selection of Pile Driving Equipment
Vibratory Hammers - ufc_3_220_020031
Figure 2-1a. Preliminary Method for Sizing Hammers for Concrete and Steel Piles
Figure 2-1a. (Concluded)
Figure 2-1b. Preliminary Method for Sizing Hammers for Concrete and Steel Piles, Metric Units
Figure 2-1b. (Concluded)
Figure 2-2a. Method for Sizing Vibratory Hammers, Metric Units
Figure 2-2a. (Concluded)
Figure 2-2b. Method for Sizing Vibratory Hammers, English Units
Figure 2-2b. Method for Sizing Vibratory Hammers, English Units (Concluded)
Vibratory Hammers - ufc_3_220_020040
Table 2-4a. Amplitude Requirements, Metric Units
Table 2-4b. Amplitude Requirements, English Units
Design Verification
Economy of Piles
Pile Driving Analyzer - ufc_3_220_020045
The Bearing Graph
Selection and Timing of Load Tests
Construction
Pile Installation - ufc_3_220_020049
Site Constructibility
Handling and Lofting Piles
Splicing
Figure 2-3. Typical splices for piles
Figure 2-3. Typical splices for piles (Concluded)
Sequence of Installation
Care and Maintenance
Chapter 3: Equipment
Driving Accessories
Vibratory Drivers
Sheet Piling
Cranes for Impact Hammers
Hydraulic Impact Hammers
Swinging Leaders
Methods and Limitations of Jetting
Concrete Pile Cutting
Table 3-1. Strengths and Weaknesses of Impact Hammer Types
Table 3-1. Strengths and Weaknesses of Impact Hammer Types -Cont.
Table 3-1. Strengths and Weaknesses of Impact Hammer Types (Concluded)
Table 3-2a. Instruction for Use of Hammer Tables
Table 3-2b. Hammer Chart, Metric Units
Table 3-2b. Hammer Chart, Metric Units -Cont. - ufc_3_220_020071
Table 3-2b. Hammer Chart, Metric Units -Cont. - ufc_3_220_020072
Table 3-2b. Hammer Chart, Metric Units -Cont. - ufc_3_220_020073
Table 3-2b. Hammer Chart, Metric Units -Cont. - ufc_3_220_020074
Table 3-2b. Hammer Chart, Metric Units(Concluded)
Table 3-2c. Hammer Chart, English Units
Table 3-2c. Hammer Chart, English Units -Cont. - ufc_3_220_020077
Table 3-2c. Hammer Chart, English Units -Cont. - ufc_3_220_020078
Table 3-2c. Hammer Chart, English Units -Cont. - ufc_3_220_020079
Table 3-2c. Hammer Chart, English Units -Cont. - ufc_3_220_020080
Table 3-2c. Hammer Chart, English Units (Concluded)
Table 3-3. Summary of cushion material characteristics
Table 3-4. Advantages and disadvantages of fixed leaders
Table 3-6. Advantages and underhung leaders
Figure 3-2. Idealized hammer force-time curve
Figure 3-4. Typical single-acting air/system hammer
Figure 3-6. Stroke changing device for air/steam hammers
Figure 3-7b. Interior view of air/ateam hammer
Figure 3-8. Typical differential-acting air/steam hammer
Figure 3-9. Operating cycle for differential-acting air/steam hammers
Figure 3-10. Typical hydraulic hammer
Figure 3-11. Pile jacking device
Figure 3-12. Operating diagram of diesel hammer
Figure 3-13. Typical open-end diesel hammer
Figure 3-14. Typical closed-end diesel hammer
Figure 3-15. Cushion configurations
Figure 3-16. Typical driving helmets
Figure 3-17. Mandrel for shell piles
Figure 3-18. Eccentrics for vibratory hammers
Figure 3-19. Low-frequency vibratory hammer
Figure 3-20. Medium frequency vibratory hammer
Figure 3-22. Commercial crane pile driving rig
Figure 3-23. Boom point connections
Figure 3-24. Fixed leaders
Figure 3-25. Moonbeam spotter leader
Figure 3-28. Swinging leader
Figure 3-29. Swinging leader with batter piles
Figure 3-30. Underhung leader
Figure 3-31. Impact hammer with pants
Figure 3-32. Hammer extension (top view)
Figure 3-34. Jet configurations
Figure 3-35. Underwater hydraulic impact hammer
Figure 3-37. Bucket for plug removal
Figure 3-38. Pile beaver
Chapter 4: Monitoring of Pile Installation
Figure 4-1. Lubrication points, air/steam hammer
Table 4-1. Do' and do not' of VIbratory Hammers
Direct Energy Monitoring
Pile Installation - ufc_3_220_020119
Pile Driving Analyzer - ufc_3_220_020120
Prevention of Pile Damage During Driving
Table 4-2. Indicators of pile damage
Good Driving Practice
Complications
Driving Equipment and Piles
Obstructions - ufc_3_220_020126
Permafrost Areas
Method of Installation
Chapter 5: Pile Driving in Coral Sands (Case History)
Soil Investigations
Table 5-1. Summary of load test results
Ultimate Pile Capacity
Supplemental Test Program
Lessons Learned - ufc_3_220_020134
Establish Criteria for and Complete Load Tests
Figure 5-2. Pile group layout with batter pile orientations
Figure 5-3. Standard penetration resistance results
Figure 5-4. Piling embedment depths
Figure 5-6. Wave equation analysis results
Figure 5-7. Pile capacity by Meyerhof and Nordlund methods
Figure 5-7. Pile capacity by Meyerhof and Nordlund methods -Cont.
Figure 5-7. Pile capacity by Meyerhof and Nordlund methods (Concluded)
Figure 5-9. Penetration resistance of production piles during restrike
Figure 5-10. Computation of axial pile compression
Figure 5-11. Computation of pile toe settlement
Figure 5-13. Comparison of driving record of indicator pile with piles E-2 and S-5-12
Figure 5-14. Blow count comparison for restruck piles

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