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// CODE SNIPPET

1810.3.2.7 Increased Allowable Compressive Stress for Cased Mandrell-Driven Cast-In-Place Elements

Building Code 2018 of Wyoming > 18 Soils and Foundations > 1810 Deep Foundations > 1810.3 Design and Detailing > 1810.3.2 Materials > 1810.3.2.7 Increased Allowable Compressive Stress for Cased Mandrell-Driven Cast-In-Place Elements
JUMP TO FULL CODE CHAPTER

The allowable compressive stress in the concrete shall be permitted to be increased as specified in Table 1810.3.2.6 for those portions of permanently cased cast-in-place elements that satisfy all of the following conditions:

  1. The design shall not use the casing to resist any portion of the axial load imposed.
  2. The casing shall have a sealed tip and be mandrel driven.
  3. The thickness of the casing shall be not less than manufacturer's standard gage No.14 (0.068 inch) (1.75 mm).
  4. The casing shall be seamless or provided with seams of strength equal to the basic material and be of a configuration that will provide confinement to the cast-in-place concrete.
  5. The ratio of steel yield strength (Fy) to specified compressive strength (f 'c) shall be not less than six.
  6. The nominal diameter of the element shall not be greater than 16 inches (406 mm).

Related Code Sections


1810.3.2.7 Soils and Foundations, Increased Allowable Compressive Stress for Cased Mandrell-Driven Cast-In-Place Elements
The allowable compressive stress in the concrete shall be permitted to be increased as specified in Table 1810.3.2.6 for those portions ...
Building Code 2018 of Wyoming > 18 Soils and Foundations > 1810 Deep Foundations > 1810.3 Design and Detailing > 1810.3.2 Materials > 1810.3.2.7 Increased Allowable Compressive Stress for Cased Mandrell-Driven Cast-In-Place Elements
1810.3.2.7 Soils and Foundations, Increased Allowable Compressive Stress for Cased Cast-In-Place Elements
The allowable compressive stress in the concrete shall be permitted to be increased as specified in Table 1810.3.2.6 for those portions ...
Building Code 2015 of Wyoming > 18 Soils and Foundations > 1810 Deep Foundations > 1810.3 Design and Detailing > 1810.3.2 Materials > 1810.3.2.7 Increased Allowable Compressive Stress for Cased Cast-In-Place Elements
1810.4.1.2 Soils and Foundations, Casing
Where cast-in-place deep foundation elements are formed through unstable soils and concrete is placed in an open-drilled hole, a casing shall ...
Building Code 2015 of Wyoming > 18 Soils and Foundations > 1810 Deep Foundations > 1810.4 Installation > 1810.4.1 Structural Integrity > 1810.4.1.2 Casing
1810.4.1.2 Soils and Foundations, Casing
Where cast-in-place deep foundation elements are formed through unstable soils and concrete is placed in an open-drilled hole, a casing shall ...
Building Code 2018 of Wyoming > 18 Soils and Foundations > 1810 Deep Foundations > 1810.4 Installation > 1810.4.1 Structural Integrity > 1810.4.1.2 Casing
1810.4.1 Soils and Foundations, Structural Integrity
Where cast-in-place deep foundation elements are formed through ...
Building Code 2018 of Wyoming > 18 Soils and Foundations > 1810 Deep Foundations > 1810.4 Installation > 1810.4.1 Structural Integrity
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