|
COMPARATIVE
PARAMETER
|
KALMATRON®
KF-A
|
SILICA FUME
|
NOTES
|
|
Dosage per 1 m³
|
5
kg/m³
|
40
kg/m³
|
|
|
Additional admixtures needed
|
None
|
“Pozzolith
370”
“Rheobuild
1000”
|
Concrete
mix with Silica Fume needs additional admixtures
|
|
Slump 10 minutes
|
33mm
|
70mm
|
|
|
Workability
|
9
seconds
|
12
seconds
|
“Vebe”
test
|
|
Cementitious volume
|
95%
|
70%
|
By
core temperatures
|
|
Density at 28 days
|
2,470
kg/m³
|
2,420
kg/m³
|
|
|
Compressive strength
1st day
28th day
56th day
91st day
|
19.7
Mpa = 2900 psi
57.9
Mpa = 8400 psi
58.4
Mpa = 8500 psi
62.1
Mpa = 9000psi
|
13.3
Mpa = 1900 psi
56.9
Mpa = 8200 psi
68.4
Mpa= 9900 psi
63.6
Mpa = 9200 psi
|
After
56 days, Silica Fume lost 9% of strength – degradation
continues.
|
|
Flexural strength
14 days
91 days
|
6
Mpa
7.2
Mpa
|
4.7
Mpa
7.2
Mpa
|
|
|
Shrinkage
28 days
56 days
119 days
|
257
microstrain
310
microstrain
320
microstrain
|
466
microstrain
653
microstrain
745
microstrain
|
|
|
Chloride permeability
|
Equal
to high aluminum concrete
|
In
accordance with properties of concrete
|
By
electric conduct
|
|
15% Sulphuric Acid attack at 42nd
day
|
25%
|
43%
|
By
weight loss
|
|
15% Hydrochloric Acid attack at 42nd
day
|
7%
|
9.5%
|
By
weight loss
|
|
15% Orthophosphoric Acid attack at 42nd
day
|
2.5%
|
4.5%
|
By
weight loss
|
|
15% Nitric Acid attack at 42nd
day
|
8.8%
|
10.3%
|
By
weight loss
|
|
15% Sugar Solution attack at 42nd
day
|
0.1%
|
0.35%
|
By
weight loss
|
|
Liquid impermeability
|
W10
to W16
|
N/A
|
Additional
source of test results
|
The complete test results booklet is available
upon request (approximately 50 pages).