Table of Contents
Chapter 1—Introduction
1.1—General
1.2—Types of piles
1.3—Design considerations
Chapter 2—Notation and definitions
2.1—Notation
2.2—Definitions
Chapter 3—Geotechnical design considerations
3.1—General
3.2—Subsurface conditions
3.3—Bearing capacity of individual piles
3.4—Settlement
3.5—Group action in compression
3.6—Pile spacing
3.7—Lateral support
3.8—Batter piles
3.9—Axial load distribution
3.10—Long-term performance
3.11—Lateral capacity
3.12—Uplift capacity
Chapter 4—Structural design considerations
4.1—General
4.2—Loads and stresses to be resisted
4.3—Structural strength design and allowable service capacities
4.4—Installation and service conditions affecting design
4.5—Other design and specification considerations
Chapter 5—Seismic design and detailing considerations
5.1—Introduction
5.2—General seismic impacts on pile behavior
5.3—Seismic pile behavior
5.4—Geotechnical and structural design considerations
5.5—Seismic detailing of concrete piles
5.6—Vertical accelerations
Chapter 6—Materials
6.1—Concrete
6.2—Grout
6.3—Reinforcement and prestressing materials
6.4—Steel casing
6.5—Structural steel cores and stubs
6.6—Splices
Chapter 7—Manufacture of precast concrete piles
7.1—General
7.2—Forms
7.3—Placement of steel reinforcement
7.4—Embedded items
7.5—Mixing, transporting, placing, and curing concrete
7.6—Pile manufacturing
7.7—Handling and storage
Chapter 8—Installation of concrete piles
8.1—Purpose and scope
8.2—Installation equipment, techniques, and methods
8.3—Prevention of damage to piling during installation
8.4—Handling and positioning during installation
8.5—Reinforcing steel and steel core placement
8.6—Concrete placement for CIP and CIS piles
8.7—Pile details
8.8—Extraction of concrete piles
8.9—Concrete sheet piles
Chapter 9—References
9.1—Referenced standards and reports
9.2—Cited references