Mar 22, 2006 1 #1 aveeramani Geotechnical Joined Aug 3, 2005 Messages 1 Location US Some one can point me to the right direction(any correlations) to calculate spring constant for a rigid mat foundation. Any field testing can be performed to evaluate the spring constant?
Some one can point me to the right direction(any correlations) to calculate spring constant for a rigid mat foundation. Any field testing can be performed to evaluate the spring constant?
Mar 23, 2006 1 #2 DaveAtkins Structural Joined Apr 15, 2002 Messages 2,906 Location US I have been told by at least one geotechnical engineer that k = 25 psi/in for a large mat foundation. That is what I always use. DaveAtkins Upvote 0 Downvote
I have been told by at least one geotechnical engineer that k = 25 psi/in for a large mat foundation. That is what I always use. DaveAtkins
Mar 24, 2006 #3 miecz Structural Joined Sep 30, 2004 Messages 1,400 Location US See thread 256-117150. Upvote 0 Downvote
Mar 24, 2006 #4 JAE Structural Joined Jun 27, 2000 Messages 15,714 Location US thread256-117150 (direct link) Upvote 0 Downvote