IS 15830

: 2008

Self-compacting concrete - Guidelines

CurrentSpecializedGuidelinesBIMMaterials Science · Admixtures and Chemical Products for Concrete
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This standard provides guidelines for producing and using self-compacting concrete (SCC). It details the required properties of fresh SCC, such as filling ability, passing ability, and segregation resistance, and prescribes the specific test methods (like slump-flow, J-ring, and V-funnel) to verify them. The code also offers guidance on material selection and mix proportioning.

Provides guidelines for the production and use of self-compacting concrete, heavily reliant on superplasticizers.

Quick Reference Values
Slump-flow diameter (SF1 Class)550-650 mm
Slump-flow diameter (SF2 Class)660-750 mm
Slump-flow diameter (SF3 Class)760-850 mm
T500 time for slump flow2-5 s
V-funnel flow time (Tv)6-12 s
J-ring test step height≤ 10 mm
L-box test blocking ratio (H2/H1)0.8 - 1.0
Sieve segregation resistance≤ 20 % (often targeted ≤ 15%)
Practical Notes
SCC performance is highly sensitive to water content and the quantity of fines; small variations can drastically alter flow properties. Strict quality control of materials and batching is critical.
Formwork must be exceptionally well-sealed and braced to prevent leakage and withstand the higher hydrostatic pressure exerted by the fluid SCC.
During the slump-flow test, observe the perimeter of the spread for a 'halo' of bleed water or mortar, which indicates potential instability and segregation issues in the mix.