Slab-on-grade Concrete
Slab-on-grade Concrete
(OP)
What do I need to specify to achievwe a concrete slab on grade with minimal slab curling, a low shrinkage potential and have a finished surface with a low moisture content for quick application of a moisture sensitive finish material?
Maximum water cement ratio?
A water reducing admixture?
Use of the largest possible large aggregate size = t/?
Curing?
Maximum water cement ratio?
A water reducing admixture?
Use of the largest possible large aggregate size = t/?
Curing?





RE: Slab-on-grade Concrete
RE: Slab-on-grade Concrete
Can what I am describing be accomplished with normal cement? This is the typical problem for a commercial grade office building with moisture sensitive finish floor and a vapor (barrier) retarder.
RE: Slab-on-grade Concrete
ftp://imgs.ebuild.com/woc/C02I021.pdf
Here are a couple of other, also
ftp://imgs.ebuild.com/woc/C02A079.pdf
ftp://imgs.ebuild.com/woc/C01I050.pdf
RE: Slab-on-grade Concrete
RE: Slab-on-grade Concrete
RE: Slab-on-grade Concrete