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Prepared by :-
1. Hadiya nikul 14SOECV11020
2. Vayas uday 14SOECV11056
3. Vaghera sagar 13SOECV11266
Objective :-
 To transmit the buildings loads to the foundations and
the ground soil layers whether these loads vertical or
inclined.
To install loose cohesion less soil through displacement
and vibration.
To control the settlements; which can be accompanied
by surface foundations.
To increase the factor of safety for heavy loads
buildings
introduction :-
 A "driven pile foundation" is a specific type
of pile foundation where structural elements are
driven into the ground using a large hammer. They
are commonly constructed of timber, precast
prestressed concrete (PPC), and steel (H-sections and
pipes).
Loads on pile foundation :-
 All the load from the super structure like,
- Live load
- Dead load
- Wind load
- Seismic load
 The loads from the surrounding soil in case of
seismic event.
Water load in case of off-shore structure.
Pile materials :-
 Timber piles
Steel piles
Concrete piles
Literature review :-
NO AUTHOR YEAR TITLE
1 POULOS, H G
Davis, E H
1980 Pile foundation
analysis and design
2 •Sekhar Chandra
Dutta
• Rana Roy
2001 A critical review on
idealization and
modeling for
interaction among
soil–foundation–
structure system
3 •Fayun Liang
•Caroline Rose
Bennett
•Jie Han
•Robert L. Parsons
• Cheng Lin
2009 A Literature Review
on Behavior of
Scoured Piles under
Bridges
NO AUTHOR YEAR TITLE
4 •Fayun Liang
•Caroline R. Bennett
•Robert L. Parsons
• Jie Han
•Cheng Lin
2009 Behavior of
Scoured Piles
under Bridges
5 •Pallavi Ravishankar
• Neelima Satyam
2014 Dssi for pile
supported
asymmetrical
building
Conclusion :-
 After discussing the above topic what we suggest is
by considering a safe bearing capacity and condition of
a site we have decide which type of materials use.
 More over the deep foundation is suitable for
structure.
Reference :-
1. www.google.com
2. www.wikipedia.com
3. www.slideshare.com
4. Book – advanced construction technology
Case study on Pile foundation

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Case study on Pile foundation

  • 1. Prepared by :- 1. Hadiya nikul 14SOECV11020 2. Vayas uday 14SOECV11056 3. Vaghera sagar 13SOECV11266
  • 2. Objective :-  To transmit the buildings loads to the foundations and the ground soil layers whether these loads vertical or inclined. To install loose cohesion less soil through displacement and vibration. To control the settlements; which can be accompanied by surface foundations. To increase the factor of safety for heavy loads buildings
  • 3. introduction :-  A "driven pile foundation" is a specific type of pile foundation where structural elements are driven into the ground using a large hammer. They are commonly constructed of timber, precast prestressed concrete (PPC), and steel (H-sections and pipes).
  • 4.
  • 5. Loads on pile foundation :-  All the load from the super structure like, - Live load - Dead load - Wind load - Seismic load  The loads from the surrounding soil in case of seismic event. Water load in case of off-shore structure.
  • 6. Pile materials :-  Timber piles Steel piles Concrete piles
  • 7.
  • 8. Literature review :- NO AUTHOR YEAR TITLE 1 POULOS, H G Davis, E H 1980 Pile foundation analysis and design 2 •Sekhar Chandra Dutta • Rana Roy 2001 A critical review on idealization and modeling for interaction among soil–foundation– structure system 3 •Fayun Liang •Caroline Rose Bennett •Jie Han •Robert L. Parsons • Cheng Lin 2009 A Literature Review on Behavior of Scoured Piles under Bridges
  • 9. NO AUTHOR YEAR TITLE 4 •Fayun Liang •Caroline R. Bennett •Robert L. Parsons • Jie Han •Cheng Lin 2009 Behavior of Scoured Piles under Bridges 5 •Pallavi Ravishankar • Neelima Satyam 2014 Dssi for pile supported asymmetrical building
  • 10. Conclusion :-  After discussing the above topic what we suggest is by considering a safe bearing capacity and condition of a site we have decide which type of materials use.  More over the deep foundation is suitable for structure.
  • 11. Reference :- 1. www.google.com 2. www.wikipedia.com 3. www.slideshare.com 4. Book – advanced construction technology