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FOUNDATION
INTRODUCTION


Building Foundation is an underground
structure that directly in contact with the soil
and spread the load of building to the ground
so as to limit the soil settlement of the building.
In certain circumstances, it is also to withstand
the wind pressure.
FUNCTION
Spread the load of building structures to the
broader and stronger area.
 Spreading the load with uniform and constantly
(avoid differential settlement)
 To strongly hold the frame of building,
especially in high-rise buildings
 Prepare a hard and flat surface

REQUIREMENTS
Located in a safe place and to distribute all
loads such as dead load, live load and wind
load in an appropriate manner.
 Sufficient in depth
 Resistant to sulfate attack

TYPE OF FOUNDATIONS
Shallow foundation
 Strip
 Pad
 Raft
Deep Foundation
 Piling
 Hollow basement, caisson
DESIGN CRITERIA FOR FOUNDATION
Good foundation design is to ensure that the
structure load including the mass of
foundation distributed by:
 Economical
 Safe
 No movement during or after construction
METHODS IN FOUNDATION DESIGN
Site Investigation
 Magnitude and distribution of loads from the
structure is divided by dead load, life load and
vibration (dynamic loading) and also wind
pressure.
 Overall total of settlement and the differential
settlement
 Foundation Types
 Allowable bearing pressure value of load

CONT…
Pressure distribution under foundation
calculation
 Analysis of settlement
 Foundation material
 Structure design
 working drawing

LOAD BEARING CAPACITY
Ultimate bearing capacity
 Safe bearing capacity


Load bearing strength is determined by the
following :
 a) Ranking Analysis
 b) Penetration Test
 c) Persumptive value

METHODS TO INCREASE LOAD BEARING
CAPACITY

Increase the depth of foundation
soil compaction:
 a. Vibration
 b. Preloading
 c. Water flowing
 d. Grouting

SETTLEMENT
Definition: Downward vertical movement due to
the load pressure on them. Divided into two
 a) Immediate settlement-occur when the soil is
imposed by the load from soil elastic
deformation where it does not change the
water content
 b) Consolidation Settlement-reduction in the
volume of soil due to water flowing out from the
grain cavities.

CAUSES OF SETTLEMENT
Structure pressure to the ground
 Changes in soil water content
 The vibration caused by impact piling, blasting
and heavy machinery.
 Expansion and contraction of soil
 Movement / soil erosion
 Other causes, such as soil digging in the nearby
area

DIFFERENTIAL SETTLEMENT


Definition: the relative settlement between one
part of the building to the other part of building
and cause the stress that can result building to
crack or collapse
SOURCES OF DIFFERENTIAL SETTLEMENT
Differences in soil layers in a single site
 The difference in the load structure
 Large load area
 The time difference between the construction
of other parts of the building
 Differences in site conditions.

METHODS TO REDUCE DIFFERENTIAL
SETTLEMENT

Use raft foundation with a thick slab
 Use deeper underground space to reduce
pressure on soil.
 Transfer load to the stronger and not easily
compressible soil with the foundation applied
such as piles, caisson, etc.
 Method of repair of soil - increase in soil
strength

SELECTION OF FOUNDATION’S TYPE
Condition and soil strength
 The nature and type of building
 The total loads of building
 Surrounding area
 Cost


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Chapter 3 building foundation

  • 2. INTRODUCTION  Building Foundation is an underground structure that directly in contact with the soil and spread the load of building to the ground so as to limit the soil settlement of the building. In certain circumstances, it is also to withstand the wind pressure.
  • 3. FUNCTION Spread the load of building structures to the broader and stronger area.  Spreading the load with uniform and constantly (avoid differential settlement)  To strongly hold the frame of building, especially in high-rise buildings  Prepare a hard and flat surface 
  • 4. REQUIREMENTS Located in a safe place and to distribute all loads such as dead load, live load and wind load in an appropriate manner.  Sufficient in depth  Resistant to sulfate attack 
  • 5. TYPE OF FOUNDATIONS Shallow foundation  Strip  Pad  Raft Deep Foundation  Piling  Hollow basement, caisson
  • 6. DESIGN CRITERIA FOR FOUNDATION Good foundation design is to ensure that the structure load including the mass of foundation distributed by:  Economical  Safe  No movement during or after construction
  • 7. METHODS IN FOUNDATION DESIGN Site Investigation  Magnitude and distribution of loads from the structure is divided by dead load, life load and vibration (dynamic loading) and also wind pressure.  Overall total of settlement and the differential settlement  Foundation Types  Allowable bearing pressure value of load 
  • 8. CONT… Pressure distribution under foundation calculation  Analysis of settlement  Foundation material  Structure design  working drawing 
  • 9. LOAD BEARING CAPACITY Ultimate bearing capacity  Safe bearing capacity  Load bearing strength is determined by the following :  a) Ranking Analysis  b) Penetration Test  c) Persumptive value 
  • 10. METHODS TO INCREASE LOAD BEARING CAPACITY Increase the depth of foundation soil compaction:  a. Vibration  b. Preloading  c. Water flowing  d. Grouting 
  • 11. SETTLEMENT Definition: Downward vertical movement due to the load pressure on them. Divided into two  a) Immediate settlement-occur when the soil is imposed by the load from soil elastic deformation where it does not change the water content  b) Consolidation Settlement-reduction in the volume of soil due to water flowing out from the grain cavities. 
  • 12. CAUSES OF SETTLEMENT Structure pressure to the ground  Changes in soil water content  The vibration caused by impact piling, blasting and heavy machinery.  Expansion and contraction of soil  Movement / soil erosion  Other causes, such as soil digging in the nearby area 
  • 13. DIFFERENTIAL SETTLEMENT  Definition: the relative settlement between one part of the building to the other part of building and cause the stress that can result building to crack or collapse
  • 14. SOURCES OF DIFFERENTIAL SETTLEMENT Differences in soil layers in a single site  The difference in the load structure  Large load area  The time difference between the construction of other parts of the building  Differences in site conditions. 
  • 15. METHODS TO REDUCE DIFFERENTIAL SETTLEMENT Use raft foundation with a thick slab  Use deeper underground space to reduce pressure on soil.  Transfer load to the stronger and not easily compressible soil with the foundation applied such as piles, caisson, etc.  Method of repair of soil - increase in soil strength 
  • 16. SELECTION OF FOUNDATION’S TYPE Condition and soil strength  The nature and type of building  The total loads of building  Surrounding area  Cost 