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Research Article
Exploratory Investigation of RHA Concrete
Komara Sivaram Ram1
Brahmeswara Rao Dakey2
12Dept. of Civil Engineering, Aditya Institute of Technology and Management, AP, India.
Published Online: November-December 2022
Pages: 01-03
Cite this article
No DOIReferences
[1] Ephraimetal,(2012):CompressiveStrengthofConcretewithRHAaspartialreplacementofordinaryPortlandCement.ScholarlyJournalof
Engineering Research Vol.1(2)pp32-36.
[2] Ogunbodeetal(2012):AnevaluationofcompressiveStrengthofConcretemadewithRHAobtainedbyopenairburning.www.Academia.edu.
[3] Muga,Hetal(2005):DevelopmentofappropriateandSustainableConstructionMaterials.www.Ricehuskash.com
[4] Karim,MR(2012):StrengthofMortarandConcreteasinfluencebyRHA.Idosi.org/wasj/wasj19(10)12/19.
[5] InternationalInstituteofConcreteTechnologyJournal,Uk,N0.55Autumn2004.ASTMStandardC311StandardTestMethodsforSamplingan
dtestingFlyAshorNaturalPozzolansforuseinPortlandcementconcrete.WestConshohocken,Pennsylvania.
[6] Al-Khalaf,M.N.andYousif,H.A.(1984).UseofRiceHuskAshinConcrete.TheInter.J.CementCompositesLightweightConcrete,6(4):241-
248.
[7] Anwar,M.,Miyagawa,T.andGaweesh,M.(2000).UsingRiceHuskAshasCementReplacementMeterialinConcrete,WasteMangtSeries,1:67
1-684
Engineering Research Vol.1(2)pp32-36.
[2] Ogunbodeetal(2012):AnevaluationofcompressiveStrengthofConcretemadewithRHAobtainedbyopenairburning.www.Academia.edu.
[3] Muga,Hetal(2005):DevelopmentofappropriateandSustainableConstructionMaterials.www.Ricehuskash.com
[4] Karim,MR(2012):StrengthofMortarandConcreteasinfluencebyRHA.Idosi.org/wasj/wasj19(10)12/19.
[5] InternationalInstituteofConcreteTechnologyJournal,Uk,N0.55Autumn2004.ASTMStandardC311StandardTestMethodsforSamplingan
dtestingFlyAshorNaturalPozzolansforuseinPortlandcementconcrete.WestConshohocken,Pennsylvania.
[6] Al-Khalaf,M.N.andYousif,H.A.(1984).UseofRiceHuskAshinConcrete.TheInter.J.CementCompositesLightweightConcrete,6(4):241-
248.
[7] Anwar,M.,Miyagawa,T.andGaweesh,M.(2000).UsingRiceHuskAshasCementReplacementMeterialinConcrete,WasteMangtSeries,1:67
1-684
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