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Published byWilfrid Peters Modified over 9 years ago
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SOIL MECHANICS-1 DEEP FOUNDATIONS PRESENTATION TOPIC MEMBERS O8-CE-29
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FOUNDATION The lowest artificially built part of a structure upon which it directly rests is called foundation Total load is distributed uniformly over a large area to bring intensity of loading within the safe bearing capacity of soil
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PURPOSE Distributes the load at a uniform rate over the surface to prevent unequal settlement Prevent the lateral movement Secure a level and firm bed Increase the stability of the structure
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FACTORS FOR SELECTION OF FOUNDATION
Types and intensity of loads (live load, dead load etc) Nature and bearing of soil on which structure rests
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DEEP FOUNDATION The structure which is constructed with some artificial arrangements such as piles , wells etc. at their base TYPES Pile foundations
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PILE FOUNDATION A foundation which is supported on piles
Piles distribute the load either by friction or by friction combined with bearing at end
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APPLICATIONS Used where
Soil is soft and hard strata is far below the ground Shallow foundation is expensive High buildings and concentrated loads Buildings along seashore and river bed
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TYPES OF PILES Bearing Friction Friction and bearing Batter Guide
Sheet
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BEARING PILES Rest on hard strata and act as columns to bear load of the structure Application: To bear vertical loads Where hard stratum is easily approachable
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FRICTION PILES Bear loads on account of frictional resistance between their outer surface and soil in contact Application: Soil is soft and hard strata unavailable upto considerable depth
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FRICTION & BEARING Rest on soft strata and resist load partly by bearing and partly by friction Application: Where bearing capacity of soil under piles is not sufficient to resist load
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BATTER PILES Driven at an inclination to resist inclined loads
Application: In retaining walls & abutments etc to resist lateral forces
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GUIDE PILES Application: In the formation of coffer dams
Temporarily constructed for foundations under water
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SHEET PILES Thin sheets driven into the ground to enclose an area
Application: Are not required to carry loads but to enclose soil and prevent leakage of soft material
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METHODS OF CONSTRUCTION
Drop hammer method Steam hammer method
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METHODS OF CONSTRUCTION
Boring
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METHODS OF CONSTRUCTION
Screwing Water jet
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THANKS
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