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// CODE SNIPPET

1810.7.9 Caisson Piles in Soil

NYC Building Code 2008 > 18 Soils and Foundations > 1810 Cast-In-Place Concrete Pile Foundations > 1810.7 Caisson Piles > 1810.7.9 Caisson Piles in Soil
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Caisson piles as described in Sections 1810.7 may be installed in soil provided that the socket is formed entirely in soil of class 4 or better and the concrete is placed under pressure exceeding 1.5 times the existing total overburden pressure. The socket shall be formed by extending the casing to the bottom of the socket and withdrawing the casing while the concrete is being pumped under pressure. Piles shall be installed in accordance with the provisions of Section 1810.3 and 1810.7. For diameters less than 12 inches (305 mm), the casing above the socket shall remain in place permanently. Reinforcing to the socket shall be placed in the casing to the depth of the socket prior to placing concrete.

Related Code Sections


1810.7.9 Soils and Foundations, Caisson Piles in Soil
Caisson piles as described in Sections 1810.7 may be installed in soil provided that the socket is formed entirely in soil of class 4 or better ...
NYC Building Code 2008 > 18 Soils and Foundations > 1810 Cast-In-Place Concrete Pile Foundations > 1810.7 Caisson Piles > 1810.7.9 Caisson Piles in Soil
1810.7.1 Soils and Foundations, Construction
Caisson piles shall consist of a shaft section of concrete or grout-filled pipe, extending to bedrock, with an uncased socket drilled into bedrock ...
NYC Building Code 2014 > 18 Soils and Foundations > 1810 Cast-In-Place Concrete Piles > 1810.7 Caisson Piles > 1810.7.1 Construction
1810.7.3 Soils and Foundations, Rock Socket Design
The depth of the rock socket in Class 1c rock or better shall be sufficient to develop the full load-bearing capacity of the caisson pile based upon ...
NYC Building Code 2014 > 18 Soils and Foundations > 1810 Cast-In-Place Concrete Piles > 1810.7 Caisson Piles > 1810.7.3 Rock Socket Design
1810.7.5 Soils and Foundations, Allowable Stresses
For allowable stresses, see Table 1808.8 ...
NYC Building Code 2014 > 18 Soils and Foundations > 1810 Cast-In-Place Concrete Piles > 1810.7 Caisson Piles > 1810.7.5 Allowable Stresses
1810.7.6 Soils and Foundations, Installation
The rock socket and pile shall be thoroughly cleaned of foreign materials before filling with concrete or grout. Steel cores shall be set within 6 ...
NYC Building Code 2014 > 18 Soils and Foundations > 1810 Cast-In-Place Concrete Piles > 1810.7 Caisson Piles > 1810.7.6 Installation
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