Diamond Enthusiast


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Wow... sorry you had this problem. I'm no expert on pool construction but it sounds like you had a couple issues that contributed to the problem.
Your masons probably put the steel into the block and then solid filled the blocks with mortar or concrete. The portland cement probably did not cure before the rain storm hit so no bond between the steel and concrete was really formed yet. It takes 7 days to get to a reasonable strength in cement mixes so you may have had some wash out as well as a wall that wasn't even close to it's final design strength. You will need to check all portions of the wall to make sure that you don't have a wash out of your cement in other places. Last thing you want is to have a near failure situation to be left in place and then fail later. (The wall should have been covered if conditions called for rain)
The other thing is that any wall that isn't backfilled should have been shored up. This means that those masons should have thrown some framing members across the wall and supported it down to the slab... they will hopefully not be charging you to rebuild this portion of wall? (Protecting installed work is generally the responsibility of each trade and it's pretty standard practice to shore up a wall that isn't finished yet)
If your wall is designed properly then when it is backfilled it should work out for you. Sometimes in retaining wall construction ties are placed back into the fill to hold the wall from heaving. Ask your contractor about this? It depends on regional soil and climate conditions so the people nearby with experience in your area are really the best resource.
Did the masons or concrete contractor put in any bolts or ties between the concrete slab and the wall? Sometimes this is done with a "key"... this basically means that the concrete is slotted to receive the masonry. They reason for this is that some sort of tie between the slab and the wall will prevent the wall from kicking inward or slipping out at the bottom.
Final question... if you are in LA, the amount of water saturation there makes the hydrostatic pressure a significant issue against any subterranean wall. Personally, I haven't worked in such conditions so I can't advise you too much but it seems likely that the amount of pressure against your wall could be pretty great when the ground is totally saturated. Ask a contractor if drainage of the soil behind the wall is necessary. Here we tend to use gravel against walls to allow water to flow down to drain tile and not build up pressure against the wall.
Are you working with a pool contractor? or a builder/architect?
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