Nov 26, 2012 #1 marky4 Geotechnical Nov 26, 2012 2 Hi all. I am wondering if one can work backwards using results from no. of blows/m in driven piles to derive soil properties and if so how does one go about it?
Hi all. I am wondering if one can work backwards using results from no. of blows/m in driven piles to derive soil properties and if so how does one go about it?
Nov 26, 2012 #2 Ron Structural Sep 24, 1999 16,336 No. Not worth the effort and not accurate in any sense. Upvote 0 Downvote
Nov 26, 2012 Thread starter #3 marky4 Geotechnical Nov 26, 2012 2 Thanks Ron, appreciate it! Upvote 0 Downvote
