Subchapter 2 - FOUNDATIONS
- Section 19:6-2.1 - Scope
- Section 19:6-2.2 - Foundations; generally
- Section 19:6-2.3 - Depth of foundations
- Section 19:6-2.4 - Foundations at different levels
- Section 19:6-2.5 - Slabs on grade
- Section 19:6-2.6 - Construction
- Section 19:6-2.7 - Soil investigations; general
- Section 19:6-2.8 - Borings
- Section 19:6-2.9 - Test pits
- Section 19:6-2.10 - Probings (or auger borings)
- Section 19:6-2.11 - Boring methods
- Section 19:6-2.12 - Probings and geophysical explorations
- Section 19:6-2.13 - Existing borings
- Section 19:6-2.14 - Foundation loads
- Section 19:6-2.15 - Pile reactions
- Section 19:6-2.16 - Lateral loads
- Section 19:6-2.17 - Eccentricities
- Section 19:6-2.18 - Uplift forces
- Section 19:6-2.19 - Impact
- Section 19:6-2.20 - Stability
- Section 19:6-2.21 - Classifications
- Section 19:6-2.22 - Satisfactory bearing material
- Section 19:6-2.23 - Nominally unsatisfactory bearing material
- Section 19:6-2.24 - Allowable soil bearing pressures
- Section 19:6-2.25 - Bearing capacity of nominally unsatisfactory bearing materials
- Section 19:6-2.26 - Utility services
- Section 19:6-2.27 - Footings
- Section 19:6-2.28 - Foundation piers
- Section 19:6-2.29 - Foundation walls
- Section 19:6-2.30 - Construction of footings, foundation piers and foundation walls
- Section 19:6-2.31 - Pile foundations; general requirements
- Section 19:6-2.32 - Minimum pile penetrations
- Section 19:6-2.33 - Use of existing piles at demolished structures
- Section 19:6-2.34 - Tolerances and modification of design due to filed conditions
- Section 19:6-2.35 - Minimum spacing of piles
- Section 19:6-2.36 - Minimum section
- Section 19:6-2.37 - Capping and bracing of piles
- Section 19:6-2.38 - Splicing of piles
- Section 19:6-2.39 - General requirements for installation of piles
- Section 19:6-2.40 - Use of uncased concrete pile shafts
- Section 19:6-2.41 - Where more than one pile type, pile capacity or method of pile installation is used
- Section 19:6-2.42 - Pile foundations
- Section 19:6-2.43 - Allowable lateral load
- Section 19:6-2.44 - Uplift capacity
- Section 19:6-2.45 - Pile driving operations
- Section 19:6-2.46 - Equipment
- Section 19:6-2.47 - Procedures
- Section 19:6-2.48 - Pile types; specific requirements
- Section 19:6-2.49 - Timber piles
- Section 19:6-2.50 - Precast concrete piles (including prestressed sections)
- Section 19:6-2.51 - Cast-in-place concrete piles
- Section 19:6-2.52 - Compacted concrete piles
- Section 19:6-2.53 - Steel H sections
- Section 19:6-2.54 - Concrete-filled pipe piles
- Section 19:6-2.55 - Caisson piles
- Section 19:6-2.56 - Composite piles
- Section 19:6-2.57 - Underpinning
- Section 19:6-2.58 - Use of rock support in lieu of underpinning
- Section 19:6-2.59 - Stability
- Section 19:6-2.60 - Factor of safety
- Section 19:6-2.61 - Boring operations
- Section 19:6-2.62 - Piling
- Section 19:6-2.63 - Subgrade for footings, foundation piers and foundation walls
- Section 19:6-2.64 - Constructions required for or affecting the support of adjacent properties or buildings
- Section 19:6-2.65 - National standards for foundations