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// CODE SNIPPET

3107F.2.8.2 Nonordinary Batter Piles

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
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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 a plugged batter pile system, an appropriate displacement force relationship considering plug friction may be used in modeling ...
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 > 3107F.2.8.2 Nonordinary Batter Piles
3104F.4.7 [SLC] Marine Oil Terminals, Batter Piles
Batter piles primarily respond to earthquakes by developing large axial compression or tension forces. Bending moments are generally of secondary ...
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
3104F.4.7 [SLC] Marine Oil Terminals, Batter Piles
Batter piles primarily respond to earthquakes by developing large axial compression or tension forces. Bending moments are generally of secondary ...
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
3107F.2.8 [SLC] Marine Oil Terminals, Batter Piles
Wharves or piers with ordinary (not fused, plugged or having a seismic release mechanism) batter piles typically have a very stiff response when ...
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
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