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Building construction
Building construction redo
Purpose
• Distribute the load
• Make the bearing surface uniform
• Prevent movement
• Increase stability
Ground Level
Super-structure
foundation
Distribute building load to the ground
Size and depth of a foundation is
determined by:
Structure and size of
building it supports
 Nature and bearing
capacity of the ground
supporting it
The two basic
types of
foundations:
Shallow Deep
Deep Foundation
Building construction redo
Definition
It extends down through unsuitable or unstable
soil to transfer building loads to a more
appropriate bearing stratum of rock or dense
sands and gravels.
Unlike shallow
foundations, deep
foundations
distribute the load of
into the ground
vertically rather than
laterally.
Cases
• Weak soils near the surface
• Loads very high
• Soil stratum is not strong or stable
Example: Petronas Twin Towers in Malaysia
The Two Principal
Types of Deep
Foundations:
Pile Caisson
Pile
Pile Foundation
Definition
A system of end bearing or friction piles, pile
caps and tie beams for transferring building
loads down to a suitable bearing
Types
Piles may be of treated
timber poles but for large
buildings, steel H
sections, concrete filled
pipes, or precast
reinforced or prestressed
concrete are more
common.
Timber H-Sections Pipe Piles Precast Concrete
Cases
• Stratum of required bearing capacity is at
greater depth
• Steep slopes
• Compressible soil
• Water-logged soil
• Soil of made-up type
Slope
Advantages
• Can be used for any
type of structure and
in any type of soil.
• Can be precast
• Can be used in places
where it is advisable
not to drill holes
Disadvantages
• Must be reinforced
to withstand stresses
• Requires heavy
equipment for
handling and driving.
• Foundations of
adjacent structures
are likely to be
affected due to the
vibrations
Process and Machinery
Piles are driven into the earth by a pile driver,
composed of a tall framework supporting
machinery for lifting the pile in position before
driving, a driving hammer, and vertical rails or
leads for guiding the hammer
Pile driver
For driving piles into the ground
Driving Hammer
Drilling rig
Creates holes in the earth sub-surface
Classification of
Pile Foundation
Based on Function
End-Bearing Piles Friction Piles
End-Bearing Pile
Depends principally on
the bearing resistance
of soil or rock beneath
their feet for support.
Friction Bearing Pile
Depend principally on the
frictional resistance of a
surrounding earth mass for
support.
Caisson Foundation
Definition
Formed by boring with a large auger or
excavating by hand a shaft in the earth to a
suitable bearing stratum and filling the shaft
with concrete
Auger
Crane
Crane for filling caisson
Cases
• Suitable for underwater
foundation where the
foundation should be
extended up to or below the
river bed to obtain stability
• Often used when
constructing bridge piers and
other such foundations
Advantages
• Extended to large
depths
• Cost is relatively less
• There is direct and
easy passage to reach
the bottom of
caisson so any
obstruction can
easily be removed.
Disadvantages
• Precautions should
be taken, otherwise
it may lead to fatal
accidents.
• Labor cost is high.
• If obstacles like
boulders or logs are
encountered, then
progress becomes
slow.
A temporary casing may be required to seal out
water, sand or loose fill from the shaft during
excavation
The base of a
caisson may be
enlarged into a
bell shape to
increase its
bearing area and
resist uplift from
soil expansion.
The bell may be
excavated by hand
or be formed by a
bucket
attachment to an
earth auger that
has a set of
retractable blades
Some caissons
are drilled into a
stratum of solid
rock in order to
gain additional
frictional support
Floating Foundation (Shallow)
Definition
• Does not use footings
• Support on soft soil
• Consists of a stiff reinforced concrete slab
• Distributes the load by columns to the soil
Why is it called
“floating”?
Because it
"floats" on the
soil.
Cases
• Often seen in warmer climates
Why?
 Ground freezing and thawing is less of a
concern
No need for heat ducting underneath the floor
• Common in garage floors and mobile home
slabs
Process
Install reinforced steel
rods or heavy wire mesh
(to prevent floor from
cracking and breaking)
Pour concrete
Advantages
• Termites are not a
problem
• Inexpensive
• Moisture barrier
• For areas with lower
load bearing
capacities
Disadvantages
• Expansion not
possible
• Lack of underground
access
• Exposes the building
to flood damage in
even moderate rains

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Building construction redo

  • 3. Purpose • Distribute the load • Make the bearing surface uniform • Prevent movement • Increase stability Ground Level Super-structure foundation Distribute building load to the ground
  • 4. Size and depth of a foundation is determined by: Structure and size of building it supports  Nature and bearing capacity of the ground supporting it
  • 5. The two basic types of foundations: Shallow Deep
  • 8. Definition It extends down through unsuitable or unstable soil to transfer building loads to a more appropriate bearing stratum of rock or dense sands and gravels. Unlike shallow foundations, deep foundations distribute the load of into the ground vertically rather than laterally.
  • 9. Cases • Weak soils near the surface • Loads very high • Soil stratum is not strong or stable Example: Petronas Twin Towers in Malaysia
  • 10. The Two Principal Types of Deep Foundations: Pile Caisson Pile
  • 12. Definition A system of end bearing or friction piles, pile caps and tie beams for transferring building loads down to a suitable bearing
  • 13. Types Piles may be of treated timber poles but for large buildings, steel H sections, concrete filled pipes, or precast reinforced or prestressed concrete are more common. Timber H-Sections Pipe Piles Precast Concrete
  • 14. Cases • Stratum of required bearing capacity is at greater depth • Steep slopes • Compressible soil • Water-logged soil • Soil of made-up type Slope
  • 15. Advantages • Can be used for any type of structure and in any type of soil. • Can be precast • Can be used in places where it is advisable not to drill holes Disadvantages • Must be reinforced to withstand stresses • Requires heavy equipment for handling and driving. • Foundations of adjacent structures are likely to be affected due to the vibrations
  • 16. Process and Machinery Piles are driven into the earth by a pile driver, composed of a tall framework supporting machinery for lifting the pile in position before driving, a driving hammer, and vertical rails or leads for guiding the hammer
  • 17. Pile driver For driving piles into the ground
  • 19. Drilling rig Creates holes in the earth sub-surface
  • 20. Classification of Pile Foundation Based on Function End-Bearing Piles Friction Piles
  • 21. End-Bearing Pile Depends principally on the bearing resistance of soil or rock beneath their feet for support.
  • 22. Friction Bearing Pile Depend principally on the frictional resistance of a surrounding earth mass for support.
  • 24. Definition Formed by boring with a large auger or excavating by hand a shaft in the earth to a suitable bearing stratum and filling the shaft with concrete Auger
  • 26. Cases • Suitable for underwater foundation where the foundation should be extended up to or below the river bed to obtain stability • Often used when constructing bridge piers and other such foundations
  • 27. Advantages • Extended to large depths • Cost is relatively less • There is direct and easy passage to reach the bottom of caisson so any obstruction can easily be removed. Disadvantages • Precautions should be taken, otherwise it may lead to fatal accidents. • Labor cost is high. • If obstacles like boulders or logs are encountered, then progress becomes slow.
  • 28. A temporary casing may be required to seal out water, sand or loose fill from the shaft during excavation
  • 29. The base of a caisson may be enlarged into a bell shape to increase its bearing area and resist uplift from soil expansion. The bell may be excavated by hand or be formed by a bucket attachment to an earth auger that has a set of retractable blades Some caissons are drilled into a stratum of solid rock in order to gain additional frictional support
  • 31. Definition • Does not use footings • Support on soft soil • Consists of a stiff reinforced concrete slab • Distributes the load by columns to the soil Why is it called “floating”? Because it "floats" on the soil.
  • 32. Cases • Often seen in warmer climates Why?  Ground freezing and thawing is less of a concern No need for heat ducting underneath the floor • Common in garage floors and mobile home slabs
  • 33. Process Install reinforced steel rods or heavy wire mesh (to prevent floor from cracking and breaking) Pour concrete
  • 34. Advantages • Termites are not a problem • Inexpensive • Moisture barrier • For areas with lower load bearing capacities Disadvantages • Expansion not possible • Lack of underground access • Exposes the building to flood damage in even moderate rains