For Deep Foundations Under Lateral
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Chapter 5 Footing Design - Engineering
by.genie.uottawa.caA deep foundation may be selected if the shallow soils cannot economically support the foundation loads. Deep foundations consist of a footing that bears on piers or piles. The footing above the piers or piles is typically referred to as a pile cap. ... Lateral loads or overturning moments result in a non-uniform soil bearing pressure under the ...
TYPES OF FOUNDATIONS
people.tamu.eduDeep Foundations – The shallow foundations may not be economical or even possible when the soil bearing capacity near the surface is too low. In those cases deep foundations are used to transfer loads to a stronger layer, which may be located at a significant depth below the ground surface. The load is transferred through skin friction
Foundations - New York City
www1.nyc.gov–Design of concrete formwork, including foundations BC 3305.3.2 –Removal of foundations and slabs after demolition BC 3306.10 Soil lateral loads –BC 1610 Live loads, specifically sidewalks and vehicular driveways –BC 1607.1, Item 32 –Loads such as wind, seismic & flood BC 1604 , 1609 1611 1612 1613
CHAPTER 1 - GENERAL INFORMATION - HUD
www.hud.gov6. Chassis beams 10” deep for 12’ and 14’ nominal unit widths, and 12” deep for 16’ nominal unit width. 7. Roof slope varies from a minimum 1/2:12 to a maximum 4.4:12 (20°). 8. Set on permanent foundation of piers, or of continuous, cast-in-place concrete, concrete-block ma-sonry, all-weather wood, or other approved systems. 9.
CONTINUOUS FLIGHT AUGER (CFA) PILES DESIGN GUIDANCE
geotechtools.orgcontinuous flight auger (cfa) piles november 2012 page 1 of 10 g02 geotechnical solutions for soil improvement, rapid embankment construction,