The document discusses foundations for structures. Foundations distribute the load from a structure across a larger area of soil, support the structure, and provide stability against forces like wind and rain. Foundation design depends on soil type, groundwater, structural requirements, site conditions, and cost. Shallow foundations have a depth less than the width and include isolated and combined footings. Deep foundations like piles and piers extend below the shallow depth and transfer load directly to a hard soil layer or bedrock. Piles support load through friction against the soil or by bearing directly on a firm layer, and can be made of materials like concrete, steel, or timber.

1. PREPARED BY-AJEET YADAV
FOUNDATION

3. • Introduction :
• A structure essentially consists of two parts, namely
the super structure which is above the plinth level and
the substructure which is below the plinth level.
• Substructure is otherwise known as the foundation
and this forms the base for any structure. Generally
about 30% of the total construction cost is spent on
the foundation.
• The soil on which the foundation rests is called the
“foundation soil”.

4. Objectives of a foundation :
 A foundation is provided for the following purposes:
 To distribute the total load coming on
the structure on a larger area.
To support the structures.
 To give enough stability to the structures
against various disturbing forces, such as
wind and rain.

5. Factors affecting design of foundation
• Soil types and ground water table conditions.
• Structural requirements and foundations.
• Site condition and environmental factor.
• Economy etc.

6. • Types of foundation :
The two main types of foundation:
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Shallow foundation
Deep foundation
Types of Shallow foundation :
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Isolated footing (single footing, Column footing)
Combined footing
Types of Deep foundation :
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Pile foundation
Pier foundation

8. •
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Shallow foundation (spread
foundation):
Depth of foundation is less
than or equal to its width.
Isolated footing (single footing,
column footing):
In framed structures where
several columns are to be
constructed, isolated footings
can be adopted.
The columns involved can be
provided with masonry or
concrete footing.
If masonry footing is provided,
steps are given and the
foundation area is thus
increased so that the stresses
developed at the base is within
the limit.

9. • Isolated footing (single footing, column footing)…

10. • Isolated footing (single footing, column footing)…

11. • Combined footing:
• This type of footing is adopted when the
space between two columns is so small
that the foundation for individual
columns will overlap.
• Combined footings are proportioned in
such a way that the center of gravity of
the loads coincides with the centre of
gravity of the foundation. Hence these
footings have either a trapezoidal or a
rectangular shape.

12. • Pile :
• A slender, structural member consisting steel or concrete or timber.
• It is installed in the ground to transfer the structural loads to soils at
some significant depth below the base of the structure.

13. •
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Deep foundation :
Deep foundation consists of
pile and pier foundations.
This consists in carrying down
through the soil a huge
masonry cylinder which may
be supported by the sides of
soil or may be supported on
solid rock (hard stratum).
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•
Pile foundation :
Pile is an element of
construction used as
foundation. It may be driven in
the ground vertically or with
some inclination to transfer the
load safely.

14. • Pile foundation…
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Loads are supported in two
ways.
If the load is supported by the
effect of friction between the
soil and the pile skin, it is
called friction pile.
Friction piles may be made of
cast iron, cement concrete,
timber, steel, wrought iron and
composite materials.
If the load is supported by
resting the pile on a very hard
stratum, it is called load
bearing pile.
Load bearing piles are steel
sheet piles, concrete piles and
timber piles.
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•
Piles may be cast-in-situ or
precast.
They may be cased or
uncased.

15. Load Bearing Pile
Friction Pile