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The amount of portland cement will typically be low, less than 300 pounds/cubic yard or less than half of the total cementitious materials. Other cementitious materials will be high fly ash in the range of 20 to 40% of total cementitious materials; slag in that range also, and often some silica fume.
Test methods to determine workability of SCC are: Slump flow test. V Funnel Test. L Box Test. U Box Test. Fill Box Test.
Self-compacting concrete is a kind of high fluidity concrete without vibration, also known as Self-Consolidating Concrete and High Performance Concrete, which was discovered by the University of Tokyo in Japan in the 1980s.
The high fluidity of self compacting concrete makes it suitable for using it in congested regions [1]. SCC provides good resistance to segregation and honeycomb formation. Most of the time SCC has same constituents as that of conventional concrete but the end product and its composition is different.
A primary component carrier (PCC) is complemented with one or several secondary component carriers (SCC). The PCC handles all the control signaling while the SCC is used to increase the data throughput. The carriers can be FDD, TDD or a mix of FDD and TDD with location in one or multiple frequency bands.
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The difference between self dynamic compacting concrete and self dynamic concrete is following: Self-Compacting Concrete (SCC) is a type of concrete that is able to flow and compact under its own weight without the need for vibration or tamping.
4.11 Self-compacting concrete (SCC) Concrete that is able to flow under its own weight and completely fill the formwork, even in the presence of dense reinforcement, without the need of any vibration, whilst maintaining homogeneity.
Self-consolidating concrete (SCC) is highly flowable, nonsegregating concrete that can spread into place, fill the formwork, and encapsulate the reinforcement without any mechanical consolidation.

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