BSSTG
Gold Member
Greetings one and all,
I have looked at a lot of repairs over the years and have seen some houses really screwed up a time or 2. In our neck of the woods it is common practice to relevel slab on grade foundations with standard bell bottom piers or one of the proprietary systems involving some form of pressed piles. Typically in our area of the gulf coast we have good load bearing soil with a stable moisture content at about 5-7'. As a result, we typically get pretty good results from bell piers to a depth of about 8' IMO when done properly per eng. specs.
About 20 years ago I went to Tx A&M for a weekend discussion on foundation installation, repairs, etc. What I got from the fellas up there that they all preferred the bell bottom piers over the pressed systems. Bear in mind that's been a few years back. Bottom line is how do folks deal with this and what's your preference? There sure have been a lot of pressed piles done in Tx the last 25 yrs or so.
I might add that here in Tx. our soil has a really high PI and moves a lot with the varying weather conditions. We are looking at leveling our municipal court building which has been leveled once about 20 years ago. The deal is that it was done with exterior piers only and now at a minimum it needs some interior piers. A lot of movement is evident.
Prices vary widely. The more expensive is the proprietary systems and I personlly don't think they are worth the added expense.
Opinions?
thanks as always
BS
I have looked at a lot of repairs over the years and have seen some houses really screwed up a time or 2. In our neck of the woods it is common practice to relevel slab on grade foundations with standard bell bottom piers or one of the proprietary systems involving some form of pressed piles. Typically in our area of the gulf coast we have good load bearing soil with a stable moisture content at about 5-7'. As a result, we typically get pretty good results from bell piers to a depth of about 8' IMO when done properly per eng. specs.
About 20 years ago I went to Tx A&M for a weekend discussion on foundation installation, repairs, etc. What I got from the fellas up there that they all preferred the bell bottom piers over the pressed systems. Bear in mind that's been a few years back. Bottom line is how do folks deal with this and what's your preference? There sure have been a lot of pressed piles done in Tx the last 25 yrs or so.
I might add that here in Tx. our soil has a really high PI and moves a lot with the varying weather conditions. We are looking at leveling our municipal court building which has been leveled once about 20 years ago. The deal is that it was done with exterior piers only and now at a minimum it needs some interior piers. A lot of movement is evident.
Prices vary widely. The more expensive is the proprietary systems and I personlly don't think they are worth the added expense.
Opinions?
thanks as always
BS