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Section BC 1801: General
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Section BC 1811: Driven Deep Foundations
Section BC 1812: Cast-in-Place Concrete Piles
Section BC 1813: Composite Piles
1813.1 General.
1813.2 Design.
1813.3 Limitation of load.
1813.4 Splices.
1813.5 Seismic reinforcement.
Section BC 1814: Helical Piles
Section BC 1815: Permanent Prestressed Rock and Soil Anchors
Section BC 1816: Liquefaction Analysis
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1812.8.6 Pressure grouted bond zone.
Micropiles shall be installed with a pressure grouted bond zone. The bond zone shall be formed entirely in soil of Class 4 or better and the grout shall be placed under pressure exceeding 1.5 times the existing total stress at the midpoint of the bond zone. The bond zone shall be formed by extending the casing to the bottom of the bond zone and withdrawing the casing while the grout is being pumped under pressure. The casing above the bond zone shall remain in place permanently. Reinforcing to the bond zone shall be placed in the casing to the depth of the bond zone prior to placing grout.
Section BC 1813: Composite Piles
1813.1 General.
Composite piles shall conform to the requirements of Sections 1813.2 through 1813.5.

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