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3107F.2.8.2 Nonordinary Batter Piles
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For the case of a plugged batter pile system, an appropriate displacement force relationship considering plug friction may be used in modeling the structural system.
For fused and seismic release mechanism batter pile systems, a nonlinear modeling procedure shall be used and peer reviewed (Section 3108F.8.2).
Related Code Sections
3107F.2.8.2 [SLC] Marine Oil Terminals, Nonordinary Batter Piles
For the case of a plugged batter pile system, an appropriate displacement force relationship considering plug friction may be used in modeling ...
California Building Code 2016 (Vol 1 & 2) > 31F [SLC] Marine Oil Terminals > 3107F Structural Analysis and Design of Components > 3107F.2 Concrete Deck With Concrete or Steel Piles > 3107F.2.8 Batter Piles > 3107F.2.8.2 Nonordinary Batter Piles
3107F.2.8.2 [SLC] Marine Oil Terminals, Nonordinary Batter Piles
For the case of
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California Building Code 2016 (Vol 1 & 2) > 31F [SLC] Marine Oil Terminals > 3104F Seismic Analysis and Structural Performance > 3104F.4 General Analysis and Design Requirements > 3104F.4.7 Batter Piles
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Batter piles primarily respond to
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California Building Code 2019 (Vol 1 & 2) > 31F [SLC] Marine Oil Terminals > 3104F Seismic Analysis and Structural Performance > 3104F.4 General Analysis and Design Requirements > 3104F.4.7 Batter Piles
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Wharves or
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California Building Code 2019 (Vol 1 & 2) > 31F [SLC] Marine Oil Terminals > 3107F Structural Analysis and Design of Components > 3107F.2 Concrete Deck With Concrete or Steel Piles > 3107F.2.8 Batter Piles