Transcription of 3-1 Deep Foundations
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3-1 Deep Foundations
Me o to Designers 3-1 June 2014 Section 3-1 Deep FoundationsMeMo to Designers 3-1 June 20141 LRFD3-1 DEEP FOUNDATIONSDeep Foundations are structural components that in comparison to shallow Foundations transfer load into deeper layers of earth materials. Deep Foundations , generically referred to herein as piles, can be driven piles, drilled shafts, micropiles, and grouted-in-place piles. Vertical ground anchors (tie-downs) are also classified as deep Foundations . Piles can be used in a group with a cap footing, or as a single pile /shaft supporting a column. Structure Designer (SD) is responsible for calculating the pile factored design loads and for providing structural details.
battered pile’s axial load may be subtracted from the total lateral load to determine the applied horizontal or lateral loads on pile foundations. Driven Piles. Driven piles may be precast prestressed concrete, cast-in-steel-shell (CISS) concrete, rolled HP sections, steel pipe or timber.
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