• PRESENTED BY- NIKHIL MEHRAWATPRESENTED BY- NIKHIL MEHRAWAT
• CIVIL 4CIVIL 4thth
YEARYEAR
• ROLL. NO. -1215300117ROLL. NO. -1215300117
• Introduction :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”.
Objectives of a foundation :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.
•To prepare a level surface for concreting and masonry
work.
Factors affecting design of foundationFactors affecting design of foundation
• Soil types and ground water table conditions.
• Structural requirements and foundations.
• Site condition and environmental factor.
• Economy etc.
• Types of foundation :
The two main types of foundation:
• Shallow foundation
• Deep foundation
Types of Shallow foundation :
• Isolated footing (single footing, Column footing)
• Combined footing
Types of Deep foundation :
• Pile foundation
• Pier foundation
• 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.
• Isolated footing (single footing, column footing)…
• Isolated footing (single footing, column footing)…
• 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.
• 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.
• 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).
• 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.
• Pile foundation…Pile foundation…
• 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.
• Piles may be cast-in-situ or
precast.
• They may be cased or
uncased.
Friction PilesFriction Piles
Load Bearing Pile
Friction Pile
MATERIAL USED FOR
FOUNDATION…
• Foundation must be constructed of a durable material of an
adequate strength.
• Concrete
• Metal
• Aggregate
• Waterproofing Materials
• Wood
Foundation ppt

Foundation ppt

  • 1.
    • PRESENTED BY-NIKHIL MEHRAWATPRESENTED BY- NIKHIL MEHRAWAT • CIVIL 4CIVIL 4thth YEARYEAR • ROLL. NO. -1215300117ROLL. NO. -1215300117
  • 3.
    • Introduction :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 afoundation :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. •To prepare a level surface for concreting and masonry work.
  • 5.
    Factors affecting designof foundationFactors affecting design of foundation • Soil types and ground water table conditions. • Structural requirements and foundations. • Site condition and environmental factor. • Economy etc.
  • 6.
    • Types offoundation : The two main types of foundation: • Shallow foundation • Deep foundation Types of Shallow foundation : • Isolated footing (single footing, Column footing) • Combined footing Types of Deep foundation : • Pile foundation • Pier foundation
  • 8.
    • 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.
    • 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). • 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…Pilefoundation… • 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. • Piles may be cast-in-situ or precast. • They may be cased or uncased.
  • 15.
  • 16.
  • 17.
    MATERIAL USED FOR FOUNDATION… •Foundation must be constructed of a durable material of an adequate strength. • Concrete • Metal • Aggregate • Waterproofing Materials • Wood