I hear a lot about soil stabilization techniques here in Texas; specifically soil injection. I heara LOT of pluses and minuses... I'm up in the air but do lean toward the old fashioned stand by, piers. What does everyone else think? Any thoughts a
So, I have a site with a ground water table at 18" below existing grade. What in everyone’s experience is the best method to cope with the constant pressure exerted against the shell in the event water is drained.
I have a natural lagoon pool that I am designing for a client and my desire is to build into the beam natural boulders. In the end I want it to look like the boulders were there and the pool was built around it. I am concerned with engineering and wa