ron9876
Structural
- Nov 15, 2005
- 669
Does anyone have experience with dumbbell type waterstops in a building situation. I have experince using them in water treatment structures but not buildings.
I have a condition where I am well under water (about 13'). Lots of hydrostatic pressure. Will a bentonite waterstop work with this much pressure? Which is the most prevalent?
I have a condition where I am well under water (about 13'). Lots of hydrostatic pressure. Will a bentonite waterstop work with this much pressure? Which is the most prevalent?