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Self Consolidating Concrete

By
Jeewapriya Alahakoon
Chemical Division
St.Anthony’s Hardware (Pvt) Ltd
Section - II
• Designing of SCC
• Test Methods of SCC
Designing Of SCC
• Parameters
– Properties of Hardened Concrete
• Same as conventional concrete design (E.g.; Strength )
• Fulfill BSEN 206 / BS5328 / ACI or any other accepted standards

• Filling ability
• Passing ability
• Stability
☻ A Concrete mix only be classified as SCC if the above
all properties are satisfied.

Chemical Division-SAHL

- Properties of Fresh Concrete
SCC Rheology
Conflict between high flow & Segregation resistance

PCE

Chemical Division-SAHL

V
M
A
Important parameters for successful
SCC mix
Coarse Agg; Content – 25%- 35% from concrete volume
Paste Fraction – 35% - 37%
Powder Content or W / P ratio
Fine Agg; Content – 45% - 55% of FA / Total Agg;
Low W/C
Air Content – can improve viscosity properties
HRWR Admixture e.g. ADVA
VMA e.g. Vmar10p

Chemical Division-SAHL

•
•
•
•
•
•
•
•
Important parameters for successful
SCC mix

Chemical Division-SAHL

H R W R + VMA
Steps to Successful SCC mix
1. Determine required Slump-Flow
2. Select of CA & FA proportions
Estimate required Powder & Water content
Select Admixture
Trial Batch
Test
Adjust mix proportion based on test result
Repeat steps 5-7 as necessary

Chemical Division-SAHL

3.
4.
5.
6.
7.
8.
Properties Selection Guidance

Chemical Division-SAHL
Testing Methods Of SCC

Chemical Division-SAHL
Testing Methods Of SCC
Slump Flow Test
•ASTM C 1611
•ACI 237 Committee report –
Common range 450mm – 750mm
•Abram’s cone – ASTM C143/C143M
•Base plate – 900mm x 900mm

Chemical Division-SAHL
SCC Flow Rate Test (T500) – ASTM-C1611
•Time takes to reach
500mm(20”) diameter
•Typical Value 2 – 5 Sec;

Chemical Division-SAHL
SCC- J-Ring Test – ASTM C1621
•Limited to concrete with Max Agg; size of
25 mm.
•J-Ring
25mm thick, 300mm diameter rigid ring.
Max-16mm diameter, 100mm height rods in equal
space.

(SFT value – J-Ring test value) < 50mm
Chemical Division-SAHL
Other Tests
L- Box Test

Chemical Division-SAHL

U – Box Test

Rheometer
Visual Stability Index (VSI) Test
ASTM-C1611
BEST
Chemical Division-SAHL

WERST
Why VSI ?

Chemical Division-SAHL
Requirements for SCC

Chemical Division-SAHL
References
National Ready mix Concrete Association, CIP-37, SCC, 2004.

•

EFNARC, UK, Specification & Guideline for SCC, February 2006.

•

Eric. P. Koehler, David. W. Fowler, Center for Transportation Research,
The University of Texas, TX-DOT, Project-0-5134, SCC for Pre-cast
Structural Application, August 2007.

•

G.DE. Schutter, Guidelines for testing fresh SCC, September 2005.

•

W.R. Grace & Co; North American Customer Service, Technical Bulleting,
2005.

•

W.R. Grace & Co; High Performance Concrete, 15, December 2006.

•

Prof. Wallervik.O.H , Rheology, My Way of Life, 36th Conference on Our
World in Concrete & Structure, Singapore, August 2011.

•

Chuah.K.P. , Elementis Rheological Additives, 2004.

Chemical Division-SAHL

•
Chemical Division
St.Anthony's Hardware (Pvt) Ltd;
January 2013

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Self Consolidating Concrete-Designing & Tsting

  • 1. Self Consolidating Concrete By Jeewapriya Alahakoon Chemical Division St.Anthony’s Hardware (Pvt) Ltd
  • 2. Section - II • Designing of SCC • Test Methods of SCC
  • 3. Designing Of SCC • Parameters – Properties of Hardened Concrete • Same as conventional concrete design (E.g.; Strength ) • Fulfill BSEN 206 / BS5328 / ACI or any other accepted standards • Filling ability • Passing ability • Stability ☻ A Concrete mix only be classified as SCC if the above all properties are satisfied. Chemical Division-SAHL - Properties of Fresh Concrete
  • 4. SCC Rheology Conflict between high flow & Segregation resistance PCE Chemical Division-SAHL V M A
  • 5. Important parameters for successful SCC mix Coarse Agg; Content – 25%- 35% from concrete volume Paste Fraction – 35% - 37% Powder Content or W / P ratio Fine Agg; Content – 45% - 55% of FA / Total Agg; Low W/C Air Content – can improve viscosity properties HRWR Admixture e.g. ADVA VMA e.g. Vmar10p Chemical Division-SAHL • • • • • • • •
  • 6. Important parameters for successful SCC mix Chemical Division-SAHL H R W R + VMA
  • 7. Steps to Successful SCC mix 1. Determine required Slump-Flow 2. Select of CA & FA proportions Estimate required Powder & Water content Select Admixture Trial Batch Test Adjust mix proportion based on test result Repeat steps 5-7 as necessary Chemical Division-SAHL 3. 4. 5. 6. 7. 8.
  • 9. Testing Methods Of SCC Chemical Division-SAHL
  • 11. Slump Flow Test •ASTM C 1611 •ACI 237 Committee report – Common range 450mm – 750mm •Abram’s cone – ASTM C143/C143M •Base plate – 900mm x 900mm Chemical Division-SAHL
  • 12. SCC Flow Rate Test (T500) – ASTM-C1611 •Time takes to reach 500mm(20”) diameter •Typical Value 2 – 5 Sec; Chemical Division-SAHL
  • 13. SCC- J-Ring Test – ASTM C1621 •Limited to concrete with Max Agg; size of 25 mm. •J-Ring 25mm thick, 300mm diameter rigid ring. Max-16mm diameter, 100mm height rods in equal space. (SFT value – J-Ring test value) < 50mm Chemical Division-SAHL
  • 14. Other Tests L- Box Test Chemical Division-SAHL U – Box Test Rheometer
  • 15. Visual Stability Index (VSI) Test ASTM-C1611 BEST Chemical Division-SAHL WERST
  • 16. Why VSI ? Chemical Division-SAHL
  • 18. References National Ready mix Concrete Association, CIP-37, SCC, 2004. • EFNARC, UK, Specification & Guideline for SCC, February 2006. • Eric. P. Koehler, David. W. Fowler, Center for Transportation Research, The University of Texas, TX-DOT, Project-0-5134, SCC for Pre-cast Structural Application, August 2007. • G.DE. Schutter, Guidelines for testing fresh SCC, September 2005. • W.R. Grace & Co; North American Customer Service, Technical Bulleting, 2005. • W.R. Grace & Co; High Performance Concrete, 15, December 2006. • Prof. Wallervik.O.H , Rheology, My Way of Life, 36th Conference on Our World in Concrete & Structure, Singapore, August 2011. • Chuah.K.P. , Elementis Rheological Additives, 2004. Chemical Division-SAHL •
  • 19. Chemical Division St.Anthony's Hardware (Pvt) Ltd; January 2013

Editor's Notes

  1. Fillingabilty
  2. Relative viscosity
  3. Passing ability Passing ability
  4. Mortar holo