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Name: Abdul Majid & Nadir Murtaza
Reg. No: 16-CE-132 & 16-CE-136
Presentation Topic: Pile Foundation
Pile Foundation
Pile
A pile is a slender column made of wood, concrete or
steel.
A pile is either driven into the soil or formed by
excavating a hole and then filling it with concrete.
The pile transfer the load to soil by friction or by
direct bearing, in the latter case, piles being taken up
to hard strata.
Types of pile foundation
 There are two fundamental types of pile foundations(based on structural behavior):
 End bearing piles:
In end bearing piles the bottom end of the pile rests on a layer of specially strong soil
or rock.
 Friction piles:
The pile transfers the load of the building to the soil across the full height of the pile,
by friction.
Metro Station
 Client
Capital Development Authority(CDA)
 Consultant
NESPAK
 Contractor
Metro-Cone
 Engineer
Engr Zeeshan Niazi
Steps For Pile Foundation
1. Geotechnical Investigation
There are numbers of tests to check the surface for pile:
I. SPT(Standard Penetration Test)
II. Core Penetration Test
2. Pile Design
Pile design depends upon the following:
I. Strata of soil
II. Load apply on pile
III. Depth of pile
IV. Bearing capacity of soil
V. Type of structure
Project Pile
Station Name:
Pedestrian Station
Type of Pile:
 Bored Pile:
Bored pilling is a method that involves boring a circular hole into the ground, installing
steel reinforcement and filling the bore hole with concrete to form a pile.
 Depth of Pile:
31 meters
 Diameter of Pile:
1 meter
 Number of layers:
4 layers
 Boring completion time:
3 hours
Project Pile
 Cage length
12 meters
 Steel used:
Up to 36 meters
 Number of Piles:
4 piles
Machinery Used
 Auger Bucket Crane
 Excavator
 Auger Bucket Crane’s Price:
4 Crore
Auger Bucket Crane
Excavator
Boring
 Boring is drilling a hole, tunnel or well in the earth.
 Wet boring
 Dry boring
In this project the boring is dry.
In this project casing is not required because the strata is hard enough and it is not collapsing
during boring.
Boring
Cage Installation
Quantity Of Concrete
 Quantity of concrete can be calculated by using the formula:
Area=3.14(D)2/4
Volume=Area*length of Pile
Type of concrete:
A2
Filling Process
 After installing the steel cage, the Tremie pipe is inserted for pouring concrete.
 3 Types of Tremie
 1 meter
 2 meter
 3 meter
Pouring The Concrete
Purpose of Pile
 To enhance CBR
 The California bearing ratio (CBR) is a penetration test for evaluation of the mechanical
strength of natural ground, subgrades and base courses beneath new carriageway
construction. It was developed by the California Department of
Transportation before World War II.
 To enhance strength of soil
 To divert the load to the strata
 Length of pile depends upon the strata of soil and load of structure
Thank
You!!!

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Pile foundation by nadir khattak

  • 1.
  • 2. Name: Abdul Majid & Nadir Murtaza Reg. No: 16-CE-132 & 16-CE-136 Presentation Topic: Pile Foundation
  • 4. Pile A pile is a slender column made of wood, concrete or steel. A pile is either driven into the soil or formed by excavating a hole and then filling it with concrete. The pile transfer the load to soil by friction or by direct bearing, in the latter case, piles being taken up to hard strata.
  • 5. Types of pile foundation  There are two fundamental types of pile foundations(based on structural behavior):  End bearing piles: In end bearing piles the bottom end of the pile rests on a layer of specially strong soil or rock.  Friction piles: The pile transfers the load of the building to the soil across the full height of the pile, by friction.
  • 6. Metro Station  Client Capital Development Authority(CDA)  Consultant NESPAK  Contractor Metro-Cone  Engineer Engr Zeeshan Niazi
  • 7. Steps For Pile Foundation 1. Geotechnical Investigation There are numbers of tests to check the surface for pile: I. SPT(Standard Penetration Test) II. Core Penetration Test
  • 8. 2. Pile Design Pile design depends upon the following: I. Strata of soil II. Load apply on pile III. Depth of pile IV. Bearing capacity of soil V. Type of structure
  • 9. Project Pile Station Name: Pedestrian Station Type of Pile:  Bored Pile: Bored pilling is a method that involves boring a circular hole into the ground, installing steel reinforcement and filling the bore hole with concrete to form a pile.  Depth of Pile: 31 meters  Diameter of Pile: 1 meter  Number of layers: 4 layers  Boring completion time: 3 hours
  • 10. Project Pile  Cage length 12 meters  Steel used: Up to 36 meters  Number of Piles: 4 piles
  • 11. Machinery Used  Auger Bucket Crane  Excavator  Auger Bucket Crane’s Price: 4 Crore
  • 14. Boring  Boring is drilling a hole, tunnel or well in the earth.  Wet boring  Dry boring In this project the boring is dry. In this project casing is not required because the strata is hard enough and it is not collapsing during boring.
  • 17. Quantity Of Concrete  Quantity of concrete can be calculated by using the formula: Area=3.14(D)2/4 Volume=Area*length of Pile Type of concrete: A2
  • 18. Filling Process  After installing the steel cage, the Tremie pipe is inserted for pouring concrete.  3 Types of Tremie  1 meter  2 meter  3 meter
  • 20. Purpose of Pile  To enhance CBR  The California bearing ratio (CBR) is a penetration test for evaluation of the mechanical strength of natural ground, subgrades and base courses beneath new carriageway construction. It was developed by the California Department of Transportation before World War II.  To enhance strength of soil  To divert the load to the strata  Length of pile depends upon the strata of soil and load of structure