Return to index: [Subject] [Thread] [Date] [Author]

Buried Concrete Structures

[Subject Prev][Subject Next][Thread Prev][Thread Next]
      I am designing a concrete structures for a pump stations which is
going to be buried very deep.  The structures will be 50 feet below grade.
The structure will be 80 feet by 50 feet.  The references I have found
around the office date to the late seventies and early eighties.  If any one
has anything newer I would like to know about it.  Of particular concern is
the soil loading to the structure.  If I design for Atrest pressure (60
#/ft.^3) the side of the structure will be thick.  I would like to know of
any technical references and/or experiences any one out there has had.

Acie Chance

******* ****** ******* ******** ******* ******* ******* ***
*   Read list FAQ at:
*   This email was sent to you via Structural Engineers 
*   Association of Southern California (SEAOSC) server. To 
*   subscribe (no fee) or UnSubscribe, please go to:
*   Questions to seaint-ad(--nospam--at) Remember, any email you 
*   send to the list is public domain and may be re-posted 
*   without your permission. Make sure you visit our web 
*   site at: 
******* ****** ****** ****** ******* ****** ****** ********