The foundation is he lower portion of the building, usually located below the ground level, which transmit the load of super structure to sub soil
Functions of foundation
· Reduction of load intensity
· Even distribution of load
· Provision of level surface
· Lateral stability
· Safety against undermining
· Protection against soil movements
Types of foundation
· Shallow foundation
· Deep foundation
Shallow foundation
If the depth of foundation is less than or equal to width of foundation it is called as shallow foundation
Types of shallow foundation
· Spread footing
· Combined footing
· Strap footing
· Mat foundation
Spread footing
Spread footing is those which spread the super imposed load to of a wall or column over the large area
Spread footing support either a column or a wall
It has the following types
· Single footing
· Stepped footing
· Sloped footing
· Wall footing without step
· Stepped footing for wall
· Grillage foundation
Combined footing
A spread footing which supports two are more columnsis termed as combined footing It has the following types
· Rectangular combined footing
· Trapezoidal combined footing
· Combined column wall footing
Trapezoidal footing
If the independent footings of two columns are connected by a beam it is called as strap footing
A strap footing may be used where the distance between the columns is so great that a combined trapezoidal footing becomes quite narrow
The strap beam does not remains in contact with soil and thus does not transfer any pressure to the soil
Mat foundation
A raft or mat is a combined footing that covers the entire beneath a structure and supports all walls and columns. It is used when the allowable soil pressure is low are the building loads are heavy. It is used to reduce the settlement above highly compressible soil
Rafts may divided into three types
· Solid slab system
· Beam slab system
· Cellular system
Deep foundation
If the depth of foundation is equal to or more than the width of the foundation is called deep foundation
Types
· Deep strip rectangular or square footing
· Pile foundation
· Pier foundation or drilled caisson foundation
· Well foundation or caissons
Deep strip footing
Whenever the depth of strip footing is more than the width it is called as deep strip footing
Pile foundation
it is a type of deep foundation in which the loads are taken to a low level by means of vertical members which may be timber or concrete or steel
Types of pile foundation
· End bearing pile
· Friction pile
· Combined end bearing and friction pile
· Compaction pile
End bearing piles
End bearing piles are used to transfer load through water or soft soil to a suitable bearing stratum
Such piles are used to carry heavy loads to hard strata
Multi storied buildings are invariably founded on end bearing piles, so that the settlements are minimized
Friction piles
Friction piles are used to transfer loads to a depth of a friction load carrying material by means of skin friction along the length of the pile
These piles mostly used in granular soil
Combined end bearing and friction pile
These are the piles which transfer the super imposed load both through side friction as well as end bearing
Such piles are more common, especially the end bearing piles are passed through granular soil
Compaction piles
These piles are used o compact loose soil thus increasing there bearing capacity The pile tube driven to compact the soil is gradually taken out and sand is filled in its place thus forming the sand pile
Pier foundation
A pier foundation consist of a cylindrical column of large diameter to support transfer large super imposed loads to the firm strata below
Generally pier foundation is shallower in depth than the pile foundation
It has two types
· Masonry
· concrete pier
Drilled caissons
Well foundation or caissons are box like structures –circular or rectangular which are sunk from the surface of either land or water to the desired depth
Caisson foundations are used for major foundation work such as
Bridge pier and abutments in river
Wharves and quay walls docks
Large water front structures such as pump houses, subjected to heavy vertical and horizontal loads
Well foundations are caissons are hollow from inside, which may filled withstand and are plugged at the bottom, the load is transferred to the perimeter wall called as steining.