Smart questions
Smart answers
Smart people
INTELLIGENT WORK FORUMS
FOR ENGINEERING PROFESSIONALS

Member Login

Come Join Us!

Are you an
Engineering professional?
Join Eng-Tips now!
  • Talk With Other Members
  • Be Notified Of Responses
    To Your Posts
  • Keyword Search
  • One-Click Access To Your
    Favorite Forums
  • Automated Signatures
    On Your Posts
  • Best Of All, It's Free!

Join Eng-Tips
*Eng-Tips's functionality depends on members receiving e-mail. By joining you are opting in to receive e-mail.

LINK TO THIS FORUM!

Add Stickiness To Your Site By Linking To This Professionally Managed Technical Forum.
Just copy and paste the
code below into your site.

Partner With Us!

"Best Of Breed" Forums Add Stickiness To Your Site
Partner Button
(Download This Button Today!)

Feedback

"...This site is awesome!...Things I have been trying to figure out for weeks, I got the answer in hours!..."

Geography

Where in the world do Eng-Tips members come from?

Shallow vs. Deep Foundation Cost Comparison

Seanan (Structural)
22 Jun 12 14:24
The Geotechnical report requires the removal of the man fill layer to access a suitable soil. This layer is 8 feet deep.
The site is about 185x130 feet.
The shallow foundation design requires about 50 single footers.
We were asked to provide a cost comparison between deep foundation and shallow foundation. The owner was told that the cost of removing the man fill soil and replacing it with suitable material would be around $1M.

Any ideas?
VoyageofDiscovery (Structural)
22 Jun 12 15:52
Do two preliminary designs and compare. Pretty straight forward as long as you have local cost data.
Seanan (Structural)
22 Jun 12 19:48
Where to get the local cost data?
BigH (Geotechnical)
23 Jun 12 2:38
I have, in the past, found that local contractor's estimating staff are pretty happy to provide "reasonable" estimated costs - so long as they have a chance to be considered for the work.
paddingtongreen (Structural)
23 Jun 12 7:29
Do two sample designs and use Means.

http://rsmeans.reedconstructiondata.com/

Michael.
Timing has a lot to do with the outcome of a rain dance.

hokie66 (Structural)
25 Jun 12 6:27
Another option may be to just remove and replace the fill at the footing locations. I have on a few occasions found that to be economical, but it would depend on a number of factors to do with your particular building.
tsaldana (Structural)
20 Jul 12 17:11
what hokie66 said, sounds to be a Geopeir. Check them out on WWW.Geopiers.com. I have never used this product, but sound like it may be an answer for your situation.

Reply To This Thread

Posting in the Eng-Tips forums is a member-only feature.

Click Here to join Eng-Tips and talk with other members!

Close Box

Join Eng-Tips® Today!

Join your peers on the Internet's largest technical engineering professional community.
It's easy to join and it's free.

Here's Why Members Love Eng-Tips Forums:

Register now while it's still free!

Already a member? Close this window and log in.

Join Us             Close