Need a book? Engineering books recommendations...

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

foundation on rock

[Subject Prev][Subject Next][Thread Prev][Thread Next]
Fellow Engineers (especially those with a geotechnical bent):

What potential performance problems might you anticipate with placing a 12"
thick mat foundation (for a small structure) ON TOP OF an existing natural
grade?  Existing natural grade is mostly rock (very dense granite which
would require blasting to remove or trench into), some sedimentary rock and
compacted DG, no frost issues (southern CA). Compacted fill would be placed
around the finished perimeter of the mat to provide drainage.  Lateral loads
resisted by friction.

Karen E. Casano, SE
San Diego

******* ****** ******* ******** ******* ******* ******* ***
*   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: 
******* ****** ****** ****** ******* ****** ****** ********