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.
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.