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RE: Spacing for 36" dia. hollow steel pile

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Unfortunately, this is an expansion project that Geo-tech report on file does not have that kind of info. Currently, we have a geo-tech guy checking the capacity for both vertical and lateral forces.

 

Julius Micayas

River Consulting

 


From: Tom.Hunt(--nospam--at)fluor.com [mailto:Tom.Hunt(--nospam--at)fluor.com]
Sent: Wednesday, September 12, 2007 2:45 PM
To: seaint(--nospam--at)seaint.org
Subject: Re: Spacing for 36" dia. hollow steel pile

 


Julius,

For an offshore application you probably should being using the recommendations from a properly written site specific geotechnical reports which should provide you with all the parameters for your pile design including vertical/horizontal capacities, minimum spacing, moment vs shear diagrams, group effects for downdrag, etc.

Thomas Hunt, S.E.
Fluor


 

"Micayas, Julius" <jmicayas(--nospam--at)riverconsulting.com>
09/12/2007 12:18 PM
Please respond to seaint

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Subject

Spacing for 36" dia. hollow steel pile

 

 

 




Gents:
 
I am using 36” diameter hollow steel piles for my off-shore application; my pile cap requires
A total of 18 piles (i.e. 6 each row) going with the rule of thumb 3 x pile diameter, I ended up 9’ center
which will give me  a wider width.
 
Is there a code that specifies the min. spacing of piles?
 
Thanks,
 
Engr. Julius Micayas
P.E. license no.32969
Senior Lead Structural Engineer
 
Phone - 504-841-3014 (direct)
504 837-5275 (office)
Fax - 504-837-2986
 
E-mail:            jmicayas(--nospam--at)riverconsulting.com
 

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