-
Click to view details.... Click to view details.. Click to view details.... Click to view details.... TERApro- the professional software
 
image
image
Self Compacting Concrete: Examples of SCC Mixes
image
Introduction Is SCC a  new Concept? Why SCC does not require any compaction  SCC vs  High Slump Concrete
Performance Requirements of fresh SCC Rheologic properties  How is SCC made Methods of producing SCC
How is SCC mix different from conventional concrete mix Examples of SCC mixes Hardened   Properties 
Test methods for fresh SCC Benefits of SCC Cost of SCC Applications
Quality Control Precautionary measures Feasible performance specifications
image
When designing an SCC mix, a suitable mix is selected among "Powder- type" by increasing the powder content, "VMA-type" using viscosity modifying admixture and "Combined- type" by increasing powder content and using viscosity agent in consideration of structural conditions, constructional conditions, available material, restrictions in concrete production plant, etc.

Examples of SCC mixes are given in the following tables to provide a feel for how SCC mixes differ from normal concrete mixes and from each other based on the specific needs of a project. In comparison to the conventional concrete, all three types work with an increased amount of superplasticizer.

Table 1 shows typical SCC mixes in Japan. Mix J1 (Powder-type) is an example of SCC used in a LNG tank, Mix J2 (VMA-type)is an example of SCC used for a massive caisson foundation of a bridge, and Mix J3 (Combined- type)is an example of SCC used in usual reinforced concrete structures.

Table 1 Examples of SCC Mixes in Japan
Ingredients Mix J1
(Powder-type)
Mix J2
(VMA-type)
Mix J3
(Combined- type)
Water, kg 175 165 175
Portland Cement Type, kg 530*** 220 298
Fly Ash, kg 70 0 206
Ground Granulated Blast Furnace Slag, kg 0 220 0
Silica Fume, kg 0 0 0
Fine Aggregate, kg 751 870 702
Coarse Aggregate, kg 789 825 871
*HRWR, kg 9.0 4.4 10.6
**VMA, kg 0 4.1 0.0875
Slump Flow Test: Dia. of Spread, mm 625 600 660

Notes:

* HRWR = High-range water reducing admixture.
** VMA = Viscosity-modifying admixture
*** Mix J1 uses low-heat type Portland cement.

Table 2 Examples SCC Mixes in Europe

Ingredients Mix E1 Mix E2 Mix E3
Water, kg 190 192 200
Portland Cement Type, kg 280 330 310
Fly Ash, kg 0 0 190
Limestone Powder, kg 245 0 0
Ground Granulated Blast
Furnace Slag, kg
0 200 0
Silica Fume, kg 0 0 0
Fine Aggregate, kg 865 870 700
Coarse Aggregate, kg 750 750 750
       
*HRWR, kg 4.2 5.3 6.5
**VMA, kg 0 0 7.5
Slump Flow Test:
Diam. of Spread, mm
600-750 600-750 600-750

Table 3 Examples of SCC Mixes in the U.S

Ingredients
Mix U1 Mix U2 Mix U3
Water, kg 174 180 154
Portland Cement Type, kg 408 357 416
Fly Ash, kg 45 0 0
Ground Granulated Blast Furnace Slag, kg 0 119 0
Silica Fume, kg 0 0 0
Fine Aggregate, kg 1052 936 1015
Coarse Aggregate, kg 616 684 892
       
*HRWR, ml 1602 2500 2616
**VMA, ml 0 0 542
Slump Flow Test -
Diam. of Spread, mm
710 660 610
Previous Next
image
blog comments powered by Disqus
Concrete-Techgroup expresses its gratitude to Mr Larry Storer  for permitting  the use of article “Self-compacting concrete: powerful tool for complicated pours” (written by Tim Avery in March’04 issue of CONCRETE Monthly).
Other References:
1.“Development of High-Strength Self-Compacting Concrete with reduced segregation potential”  by    Dr. R. Sri Ravindrarajah, D. Siladyi and B. Adamopoulos
2.“Ultra High Performance  Self Compacting Concrete”  by    Jianxin Ma1 & Jorg Dietz1
3.Vic roads: GEO PAVE : Technical Note on Self Compacting Concrete
4. “Self-Compacting Concrete : Development, Applications and Investigations” by Masahiro Ouchi
5. “Applications of Self-Compacting Concrete in Japan, Europe and the United States”: US FHWA
image
 

ConcreteBasics.org's Newsletter
* indicates required
Question-Answer forum
Submit an article
Photo Gallery