ToadJones
Structural
- Jan 14, 2010
- 2,299
I have been reading a lot on the ole' internet about crack isolation membranes for tiling over "cracks" in concrete slabs to isolate "in-plane" movement to keep cracks from propagating up through the tile.
Is it necessary to honor a Control Joint that was cut in the slab strictly to control cracking?
The cuts in my basement slab have not moved since they were cut 5 yrs ago. Since it is below grade, I have a hard time believing that they ever really will. The slab confined on all sides by CMU walls. The only movement I would anticipate would be from water pressure below and that would cause "out of plane" movement and that can't be helped with any membrane.
Thoughts?
Is it necessary to honor a Control Joint that was cut in the slab strictly to control cracking?
The cuts in my basement slab have not moved since they were cut 5 yrs ago. Since it is below grade, I have a hard time believing that they ever really will. The slab confined on all sides by CMU walls. The only movement I would anticipate would be from water pressure below and that would cause "out of plane" movement and that can't be helped with any membrane.
Thoughts?