Reactivity of Calcined Clay in Alite -calcium ...Reactivity of Calcined Clay in Alite -calcium...
Transcript of Reactivity of Calcined Clay in Alite -calcium ...Reactivity of Calcined Clay in Alite -calcium...
ReactivityofCalcinedClayinAlite-calciumSulfoaluminateCementHydration
NatechanokChitvoranundBarbaraLothenbach
SakprayutSinthupinyoFrankWinnefeld
23rd June2015TheSwissTechConventionCenterLausanne
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Outline
• Introduction
• Materials&Methods
• ResultsI. PozzolanicreactionofcalcinedclayII. PhaseassemblageIII. ThermodynamicmodelingIV. Strengthdevelopment
• Conclusion
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CO2 emission
50%
5%5%
40%
Ref:- J.S. Damtoft, et al., Sustainable development and climate change initiatives. 2008- http://www.epa.gov/climatechange/ghgemissions/sources/industry.html- http://www.theguardian.com/environment/2011/apr/28/industries-sectors-carbon-emissions
CO2
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Agriculture
Industry
Transportation
Electricity
CommercialandResidental
Fuelofproduction
Decarbonation ofLimestone
LowCO2 Binders
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Lowenergyclinker Clinkercontentreduction
Newbindermaterials
• Lowerclinkerizationtemperature• Lowerlimestonecontentinrawmeal
• Usingsupplementarycementitious materials(SCMs)
• Cementfreematerials
• Earlystrengthimprovement• Easytogrind• Resistancetocarbonation
Alite-calciumsulfoaluminate cement
(ACSA)Calcinedclay
• AvailableinThailand• Cheap• Reactive
Ref:I. Odler, Special inorganic cements, 2000
• Introduction
• Materials&Methods
• ResultsI. PozzolanicreactionofcalcinedclayII. PhaseassemblageIII. ThermodynamicmodelingIV. Strengthdevelopment
• Conclusion
Outline
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Materials
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ACSAclinkersynthesis
≤1300°C
Staticfurnace ACSAclinkerRawmaterials
Limestone
Tuff
Gypsum
C3S C2S C3A C4AF C4A3$ Freelime
55 10 0 12 10 <3
Phasecomposition
CaF2
Alite Ye’elimite
Limestone
Materials
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Calcinedclaycalcination
Kaolinite Amorphous
Beforecalcination 40 40
Aftercalcination 0 81
Kaolinitic clayfromcentralpartofThailand
750°C
Staticfurnace Calcinedclay
Nodehydroxylationpeak
30min
Other phases :microcline, albite, hematite, magnesoichloritoid
Materials
95
85.5
5
4.5
10
75%
80%
85%
90%
95%
100%
ACSA ACSA+Clay
Calcinedclay
Anhydrite
ACSAclinker
10%ofcementreplacementbycalcinedclay
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FixW/Bratio=0.485
Methods
1. Pozzolanicreactivitytestofcalcinedclay§ 0.1MKOH§ 0.3MKOH
2. Hydration§ XRD§ TGA§ Portlanditequantification
3. Thermodynamicmodeling§ Compositionvariationsat100%hydration:Influenceof“calcinedclay”
additiontoACSA
4. Mortarcompressivestrength
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Outline
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• Introduction
• Materials&Methods
• ResultsI. PozzolanicreactionofcalcinedclayII. PhaseassemblageIII. ThermodynamicmodelingIV. Strengthdevelopment
• Conclusion
Pozzolanic reactivity
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Relativeportlanditecontent
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• Decreasing of portlandite content up to 7 days• Higher portlandite consumption in high concentration condition
Reactiondegreecalculation
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RemainingCHcontentfromTGAdata
Thermodynamicmodeling
45%ofCH
70%ofreactiondegree
Reactiondegree
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90%
70%
• 0.1M KOH (pH 12.8) = 70%• 0.3M KOH (pH 13.4) = 90%
At7days ACSA
Phaseassemblage
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Hydrationproducts
ACSA
ACSA+Clay
EMs F 91days
CHE
E
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Additionofclay• MoreMs butlessettringite• Lessportlandite
ACSACrystallinehydrationproducts:ettringite,monosulfate,portlandite
Portlanditequantification
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Portlanditeconsumptionevidenceforcalcinedclaysystem
Thermodynamicmodeling
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Influenceofcalcinedclay
Inert ACSA
InertclayEttringite
Ms
Hc
C−S−H
Stratlingite
Portlandite
Poresolution
• Decreasingettringiteandportlandite• IncreasingMs andC−S−H
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100%ofhydration
Strengthdevelopment
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Compressivestrength
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Higherhydratedphasevolumecontributingtostrength(excludingportlandite)
• Lowerstrengthupto7days
• Higherstrengthat28days
ACSA ACSA+Clay
Outline
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• Introduction
• Materials&Methods
• ResultsI. PozzolanicreactionofcalcinedclayII. PhaseassemblageIII. ThermodynamicmodelingIV. Strengthdevelopment
• Conclusion
Conclusion
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• Highreactivity• IncreasingthereactivitywithhigherpH.
Calcinedclay
ACSA+Clay • MoremonosulfateandC-S-Hbutlowerportlanditeandettringite
• Highpozzolanicreactivity• Highcompressivestrengthafter28days• About15%reductionofCO2 emission
THANKYOU
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