View previous topic::View next topic |
Author |
Message |
es_jayakumar General Sponsor

Joined: 24 Nov 2011 Posts: 1408 Location: Cochin
|
Posted: Sun Nov 25, 2012 1:02 pmPost subject: FOUNDATIONS |
 |
|
Dear Experts,
It is understood that the foundation of high-rise buildings is generally raft, pile or piled raft. How are the group of pile & pile cap designed for the shear wall of a tall building ? Any book or helping material to the aid ?
Regards,
E S Jayakumar |
|
Back to top |
|
 |
thirumalaichettiar Silver Sponsor


Joined: 26 Jan 2003 Posts: 3552
|
Posted: Sun Nov 25, 2012 2:07 pmPost subject: |
 |
|
Er.E.S.Jayakumar,
Please check the books and references topic wherein I have listed 7 articles and 5 books. If you can get the articles and the books you can have fair ides on what you are asking for.
Link:
//www.buonovino.com/forum/viewtopic.php?t=13136&start=20
T.RangaRajan. |
|
Back to top |
|
 |
jshukla Progressive Member

Joined: 16 Jun 2008 Posts: 45
|
Posted: Mon Nov 26, 2012 3:43 pmPost subject: |
 |
|
Dear Forum Friends,
A valuable resource paper for foundation.
Warning:
Make sure you scan the downloaded attachment with updated antivirus tools before opening them. They may contain viruses. Use online scanners
here
and
here
to upload downloaded attachment to check for safety.
|
Description: |
The Design of Foundations for high rise buildings by Harry Poulus |
|
 Download |
Filename: |
The Design of Foundations for high rise buildings Harry Poulos.pdf |
Filesize: |
797.44 KB |
Downloaded: |
2711 Time(s) |
|
|
Back to top |
|
 |
thirumalaichettiar Silver Sponsor


Joined: 26 Jan 2003 Posts: 3552
|
Posted: Mon Nov 26, 2012 3:50 pmPost subject: |
 |
|
Dear Er.J.Shukla,
Welcome to the E-Conference sine we know you are an expert on Geo technnical engg.
I know you appear then and there in the General forum posting some important notes and guides.
Please take good part of this conference and make it a colorful one.
Thanks for adding the article.
T.RangaRajan. |
|
Back to top |
|
 |
jshukla Progressive Member

Joined: 16 Jun 2008 Posts: 45
|
Posted: Mon Nov 26, 2012 4:21 pmPost subject: |
 |
|
Dear Rangrajan Sir,
我没有经验ert rather rate myself as student. I acknowledge your kind gesture.
In this conference i can only see one simple paper regarding Prof. Katzenbach and his co researchers which i think injustice to them.
Posting here one of the good ref paper. Those who have access to good referece journals then please explore or google up Prof. Katzenbach or CPRF and you will get many more.
Combined Pile Raft Foundations (CPRF) An appropriate solution for the foundations of High Rise Buildings Katzenbach
http://www.sendspace.com/file/e3mhe6
I will try my best to contribute to this forum.
regards,
jay |
|
Back to top |
|
 |
B.V.Harsoda General Sponsor


Joined: 19 Jan 2009 Posts: 2328 Location: RAJKOT,GUJARAT, INDIA
|
|
Back to top |
|
 |
Econf_Moderator E-Conference Moderator
Joined: 26 Feb 2012 Posts: 23
|
Posted: Tue Nov 27, 2012 1:54 amPost subject: FOUNDATIONS |
 |
|
Forwarded message�
- Forwarded message - From:Jaydeep Waghgeocon6@hotmail.com)> Date: Mon, Nov 26, 2012 at 11:46 PM
My reply provided in trailing email between ** � **
Thanks. �jaydeep.
Dear Experts,
It is understood that the foundation of high-rise buildings is generally raft, pile or piled raft. How are the group of pile & pile cap designed for the shear wall of a tall building ? Any book or helping material to the aid ?�
**�The shear wall is modeled as a line load or as several adjacent equivalent point loads.**
Posted via Email |
|
Back to top |
|
 |
Manoharbs_eq General Sponsor


Joined: 17 Jul 2012 Posts: 423
|
Posted: Tue Nov 27, 2012 4:06 amPost subject: |
 |
|
Combined Raft pile for pile group design is available in most of deep pile design text books the method is same as for columns.
Rgds Manohar |
|
Back to top |
|
 |
bpdtuong SEFI Member

Joined: 04 Aug 2010 Posts: 2
|
Posted: Wed Nov 28, 2012 2:22 amPost subject: FOUNDATIONS |
 |
|
Dear E S Jay, We can easily design the pilecap foundation for shear wall if you use SAFE, a software of CSI. If you want to design by hand you can change from the shear wall to column. Regards, D.Tuong
On Sun, Nov 25, 2012 at 8:02 PM, es_jayakumar forum@www.buonovino.com)> wrote:
Quote: |
Dear Experts,
It is understood that the foundation of high-rise buildings is generally raft, pile or piled raft. How are the group of pile & pile cap designed for the shear wall of a tall building ? Any book or helping material to the aid ?
Regards,
E S Jayakumar
|
Posted via Email |
|
Back to top |
|
 |
ganesh_gaud General Sponsor

Joined: 05 Jun 2010 Posts: 62
|
Posted: Wed Nov 28, 2012 9:00 amPost subject: FOUNDATIONS |
 |
|
Posted via Email |
|
Back to top |
|
 |
|