Tek-Tips is the largest IT community on the Internet today!

Members share and learn making Tek-Tips Forums the best source of peer-reviewed technical information on the Internet!

  • Congratulations cowski on being selected by the Eng-Tips community for having the most helpful posts in the forums last week. Way to Go!

Tall buildings foundation

Status
Not open for further replies.

cvbwerjkl

Structural
Joined
May 20, 2012
Messages
2
Location
RU
Hi,
I am looking for some special requirements for tall buildings foundation. Information about settlement limits, settlement deferential limits or over requirements. Special analysis methods for tall buildings foundations.

Regards
 
For building requirements check your local code and coordinate it with the structural engineer and architects. For analysis methods, I am assuming you will need a pile foundation, so the Tomlinson book for pile design and construction may be a good reference. You can get also basic input for pile design from Das book. I like also Bowles book as well.
 
Okiryu Thanks for the answer and books recommendations.
I didn't find settlement limit in IBC. So I'm looking for other sources for this kind of requirements.
 
Most of foundation engineering books have recommendations for maximum allowable total and differential settlements. Typically , I have been considered maximum total settlements no larger than 25mm and differential no larger than 15 mm. But for high raise buildings it may be more flexibility for allowable settlements due to the large loads that are involved.
 
Very nice info BigH...
 
Hi BigH, I remembered Clyde Baker did some good improvements for foundations of tall buildings in Chicago and found this:


Maybe, good book to purchase if the OP is really interested in foundations for high-rise buildings...
 
Thanks Okiryu. I used to buy a lot of the special publications years ago when they had fire sales on old stock. Haven't seen this as of late. Baker also authored an article - and this might be of interest to OP - The Role of Peer Review . . . The article was in the ASCE Illinois Section, Vol 53, No. 6, July/August 2012. I got it by searching internet and it should easily be found.
 
Hi BigH, will look for that publication. I also look for ASCE publications sales, but I have not seen them in a while...
 
I'm sure this is already old news to most but it seems highly germane to this discussion: Link. Even the fact that the intended settlement was 6" is interesting.

I like to debate structural engineering theory -- a lot. If I challenge you on something, know that I'm doing so because I respect your opinion enough to either change it or adopt it.
 
A discussion about the building linked by KootK can be found here.

thread815-412357
 
Status
Not open for further replies.

Part and Inventory Search

Sponsor

Back
Top