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1810.3.1.4 Driven Piles
Related Code Sections
1810.3.1.4 Soils and Foundations, Driven Piles
Driven piles shall be designed and manufactured in accordance with accepted engineering practice to resist all stresses induced by handling, driving ...
Building Code 2018 of Illinois > 18 Soils and Foundations > 1810 Deep Foundations > 1810.3 Design and Detailing > 1810.3.1 Design Conditions > 1810.3.1.4 Driven Piles
184.108.40.206 Earthquake-Resistant Structures,
For precast concrete driven piles, the length of transverse reinforcement provided shall be sufficient to account for potential variations ...
Building Code Requirements for Structural Concrete of Illinois > 18 Earthquake-Resistant Structures > 18.13 Foundations > 18.13.4 Piles, Piers, and Caissons > 220.127.116.11
1808.8.1 Soils and Foundations, Concrete or Grout Strength and Mix Proportioning
to Seismic Design Category D, E or F 3,000 psi 3. Precast nonprestressed driven piles 4,000 psi 4. Socketed drilled shafts 4,000 psi 5 ...
Building Code 2018 of Illinois > 18 Soils and Foundations > 1808 Foundations > 1808.8 Concrete Foundations > 1808.8.1 Concrete or Grout Strength and Mix Proportioning
1810.4.1 Soils and Foundations, Structural Integrity
A precast concrete pile shall not be driven before the concrete has attained a compressive strength of not less than 75 percent ...
Building Code 2018 of Illinois > 18 Soils and Foundations > 1810 Deep Foundations > 1810.4 Installation > 1810.4.1 Structural Integrity
1810.4.12 Soils and Foundations, Special Inspection
Special inspections in accordance with Sections 1705.7 and 1705.8 shall be provided for driven and cast-in-place deep foundation elements ...
Building Code 2018 of Illinois > 18 Soils and Foundations > 1810 Deep Foundations > 1810.4 Installation > 1810.4.12 Special Inspection