INTELLIGENT WORK FORUMS
FOR ENGINEERING PROFESSIONALS

Log In

Come Join Us!

Are you an
Engineering professional?
Join Eng-Tips Forums!
  • 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!

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

Posting Guidelines

Promoting, selling, recruiting, coursework and thesis posting is forbidden.

Jobs

Min Pile Embed for building over water

Min Pile Embed for building over water

(OP)
I have a client that drove about 50 10" diameter piles along their water front property and now want to build a two story boathouse on it. They were driven 6-8' into the soil with a 4500lb drop hammer. They stick above the soil about 15 feet, than there is a dock and above the dock is a two story structure. The contractor hired a PE that is telling them the piles are fine and we can put this building on them. How can he know that if he doesn't know what type of soil or anything about the installation readings (there were none). I've recommended doing exploratory work to determine our soils. I'm being treated like I'm crazy and an overly conservative engineer. This structure will cost $400,000 and have large doors that must remain operable, excessive deflection will make them inoperable. I'm a structural guy and haven't done piles since college. We have 3kip horizontal loads and 34 kips axial loads on some piles. Am I crazy?

RE: Min Pile Embed for building over water

Absolutely NOT! You need soils information. Six feet of embedment with 15 feet of exposure with a 3k lateral load is a bit "iffy", considering you don't know the soils info and the point of lateral fixity (if any) of the pile.

At the least, require a load test on the piles.

RE: Min Pile Embed for building over water

I agree with Ron, for 34 kip loads and a $400,000 structure, soil information is essential. A common driven pile requirement is a minimum 10 feet embedment (even when soil properties are known and are satisfactory).

It is possible the that the Contractor's PE has experience on other similar projects in the area... but an educated guess is not worth the risk on this project.

www.SlideRuleEra.net idea
www.VacuumTubeEra.net r2d2

RE: Min Pile Embed for building over water

Also, has anyone checked if scour will be an issue? If so, the 6' - 8' of embedment could be significantly reduced.

www.PeirceEngineering.com

RE: Min Pile Embed for building over water

All of the above sounds very suitable for what is known.

However, I can imagine the difficulty of running a load test. It might be cheaper to bring in another rig and tap a few and calculate from that the probable capacities.

As with many posts on this web site there could be more information provided so the complete picture is presented. For instance how high a drop for the weight and about what penetration per blow so the ENR formula (or other) could be applied. Also what is the history of work along the area? Are there other jobs of similar nature and what has been their history of problems if any? The contractor may have a good bunch of successful experience. Don't knock his methods until you know more about them. While he may not be an engineer, I am many times impressed about the practical know-how of some contractors.
Also for the structure, can the piles be secured by some moment resisting connections? Give enough overall upper end rigidity, embedment may not be of concern.

Finally, describe the PE's statement or report that all is OK. Maybe he went through all this already.

RE: Min Pile Embed for building over water

I haven't done geotechnical piling calculations in a while, but isn't 34 kips a bit high for a 10" pile with 6 feet of embedment, to say nothing of the lateral loads.

RE: Min Pile Embed for building over water

(OP)
Thanks everyone. I have expressed these concerns to the client and hope he'll reconsider hiring this guy. I've requested hard data to confirm. He has not submitted any reports yet but I'll make sure to review them.

RE: Min Pile Embed for building over water

34 kips on one pier out of 50 seems like something can/should be done to spread that load out over more piles.
It def seems like too much load for one pier.

Surprised you say "he doesn't know what type of soil". Seems like somebody would know something if they have driven 50 piles into it. They might not be scientific (no installation readings) but you aught to have some idea of what is commonly found on that body of water.

Lateral load transfer into the soil seems like a real challenge too.


RE: Min Pile Embed for building over water

As OG asked, are there moment connections at the top (although might be tough with only a 10" pile)? Or any battered piles?

It sounds fishy, yes. Worth looking into for sure, but it might be alright.

Red Flag This Post

Please let us know here why this post is inappropriate. Reasons such as off-topic, duplicates, flames, illegal, vulgar, or students posting their homework.

Red Flag Submitted

Thank you for helping keep Eng-Tips Forums free from inappropriate posts.
The Eng-Tips staff will check this out and take appropriate action.

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!


Resources


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