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// CODE SNIPPET

3106F.6 Seismically Induced Settlement

California Building Code 2016 (Vol 1 & 2) > 31F [SLC] Marine Oil Terminals > 3106F Geotechnical Hazards and Foundations > 3106F.6 Seismically Induced Settlement
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Seismically induced settlement shall be evaluated. Based on guidelines outlined in SCEC [6.4] or other appropriate documents such as CGS Special Publication 117A [6.5]. If seismically induced settlement is anticipated, the resulting design impacts shall be considered, including the potential development of downdrag loads on piles.

Related Code Sections


3106F.6 [SLC] Marine Oil Terminals, Seismically Induced Settlement
Seismically induced settlement shall be evaluated. Based on guidelines outlined in SCEC [6.4] or other appropriate documents such as CGS Special ...
California Building Code 2016 (Vol 1 & 2) > 31F [SLC] Marine Oil Terminals > 3106F Geotechnical Hazards and Foundations > 3106F.6 Seismically Induced Settlement
3106F.6 [SLC] Marine Oil Terminals, Seismically Induced Settlement
Seismically induced settlement shall be evaluated. Based on guidelines outlined in SCEC [6.4] or other appropriate documents such as CGS Special ...
California Building Code 2019 (Vol 1 & 2) > 31F [SLC] Marine Oil Terminals > 3106F Geotechnical Hazards and Foundations > 3106F.6 Seismically Induced Settlement
3106F.8.1 [SLC] Marine Oil Terminals, Axial Pile Capacity
MOT loading.      If liquefaction or seismically-induced settlement is anticipated, the ultimate axial geotechnical capacity ...
California Building Code 2019 (Vol 1 & 2) > 31F [SLC] Marine Oil Terminals > 3106F Geotechnical Hazards and Foundations > 3106F.8 Pile Axial Behavior > 3106F.8.1 Axial Pile Capacity
3106F.8 [SLC] Marine Oil Terminals, Pile Axial Behavior
MOT loading.      If liquefaction or seismically-induced settlement is anticipated, the ultimate axial geotechnical capacity ...
California Building Code 2019 (Vol 1 & 2) > 31F [SLC] Marine Oil Terminals > 3106F Geotechnical Hazards and Foundations > 3106F.8 Pile Axial Behavior
1803.5.11 Soils and Foundations, Seismic Design Categories C Through F
of all of the following potential geologic and seismic hazards: Slope instability. Liquefaction. Total and differential settlement. Surface ...
California Building Code 2016 (Vol 1 & 2) > 18 Soils and Foundations > 1803 Geotechnical Investigations > 1803.5 Investigated Conditions > 1803.5.11 Seismic Design Categories C Through F
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