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Fresh Self Compacting Concrete: Key Performance Requirements
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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
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There are three distinct fresh properties which essentially define SCC and which are fundamental to its performance both in the plastic and hardened state.
These properties are also interrelated and must be maintained for a required period of time after mixing.  To achieve these properties, the material selection, proportioning and quality control including production control are critical. 

The three essential fresh properties required by SCC are:

Filling Ability:- the concrete must have the ability to flow and completely fill all parts within the formwork under its own weight without leaving voids. As it is highly fluid it has the ability to flow considerable distances both horizontally and upwards and fill vertical elements from the bottom.

Passing Ability:- the concrete containing the required aggregate size must have the ability to flow through and around restricted spaces between steel reinforcing bars and other embedded objects under its own weight and without blocking or segregation.

Segregation Resistance:- the concrete must be able to satisfy both the filling ability and passing ability requirements while it still remains homogeneous both during transport and placing and after placing.

Paste viscosity (measure of the speed of flow) is another important property, which although not essential in defining SCC, it can nevertheless influence the passing ability, segregation resistance and cohesiveness of SCC. Sufficient viscosity is required within an SCC concrete to ensure that aggregates are fully suspended within the paste and thus enhance the other important properties of SCC.


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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
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