Linear swell from CBR
Linear swell from CBR
(OP)
Hello
What is the use of the linear swell from CBR test ? is it just to evaluate the efficiency of the chosen soil stabilization method ( as in hydraulically bound soils) or can you determine if the swell is dangerous or not, like in the case of free swell test on soils ?
What is the use of the linear swell from CBR test ? is it just to evaluate the efficiency of the chosen soil stabilization method ( as in hydraulically bound soils) or can you determine if the swell is dangerous or not, like in the case of free swell test on soils ?





RE: Linear swell from CBR
f-d
ípapß gordo ainÆt no madre flaca!
RE: Linear swell from CBR
so what are the threshold beyond which the swell is considered inadmissible
RE: Linear swell from CBR
f-d
ípapß gordo ainÆt no madre flaca!
RE: Linear swell from CBR
RE: Linear swell from CBR
RE: Linear swell from CBR
- less than 0.5% - Noncritical
- 0.5%-1.5% - Marginal
- greater than 1.5% - Critical
I find these values to hold true for floor slabs on grade in the central USA - but are somewhat on the conservative side for pavement.RE: Linear swell from CBR
f-d
ípapß gordo ainÆt no madre flaca!
RE: Linear swell from CBR
RE: Linear swell from CBR