Mix Design Procedure for M30 Grade of Fly Ash Based Geopolymer Self Compacting Concrete

Mix Design Procedure for M30 Grade of Fly Ash Based Geopolymer Self Compacting Concrete | Research Square window.SnipcartSettings = { analytics: { enabled: false } }; (function() { var accessVector = localStorage.getItem('access_vector') || ''; window.dataLayer = window.dataLayer || []; if (accessVector) { window.dataLayer.push({ user: { profile: { profileInfo: { snid: accessVector } } } }); } })(); (function(w,d,s,l,i){w[l]=w[l]||[];w[l].push({'gtm.start':new Date().getTime(),event:'gtm.js'});var f=d.getElementsByTagName(s)[0],j=d.createElement(s),dl=l!='dataLayer'?'&l='+l:'';j.async=true;j.src='https://www.googletagmanager.com/gtm.js?id='+i+dl;f.parentNode.insertBefore(j,f);})(window,document,'script','dataLayer','GTM-K279D39R'); Browse Preprints In Review Journals COVID-19 Preprints AJE Video Bytes Research Tools Research Promotion AJE Professional Editing AJE Rubriq About Preprint Platform In Review Editorial Policies Our Team Advisory Board Help Center Sign In Submit a Preprint Cite Share Download PDF Method Article Mix Design Procedure for M30 Grade of Fly Ash Based Geopolymer Self Compacting Concrete Mr. S.Naresh This is a preprint; it has not been peer reviewed by a journal. https://doi.org/ 10.21203/rs.3.rs-3832165/v1 This work is licensed under a CC BY 4.0 License Status: Posted Version 1 posted You are reading this latest preprint version Abstract The total world knows about the importance of concrete because it is a major construction material and we know that what are the ingredients in the concrete, the cement is bonding material in the future the high use of cement will create problems because natural resources like limestone get depleted and limestone occupies 60 to 65% of cement and other hand fly ash is creating different types problems for environmental to reducing this all problems some of the researchers are creating geopolymer concrete as solution for all this problems and for this geopolymer concrete mix design procedure are available and other hand we know that importance of self compacted concrete and its usage. The IS 10262-2019, European guidelines by EFNARC are providing guidelines for mix design of self compacted concrete but till now no one is provided guidelines for M30 Grade of Fly Ash Based geopolymer Self Compacting Concrete so here in this paper we will briefly study the guidelines for mix design of Fly Ash Based geopolymer Concrete and also mix design guidelines for self compacted concrete and merge these two guidelines and will provide guidelines for M30 Grade of Fly Ash Based geopolymer Self Compacting Concrete. Civil Engineering Geopolymer concrete Mix design self-compacted concrete Mix design M30 grade of fly ash-based geopolymer self-compacting concrete Full Text Additional Declarations The authors declare no competing interests. Cite Share Download PDF Status: Posted Version 1 posted You are reading this latest preprint version Research Square lets you share your work early, gain feedback from the community, and start making changes to your manuscript prior to peer review in a journal. As a division of Research Square Company, we’re committed to making research communication faster, fairer, and more useful. We do this by developing innovative software and high quality services for the global research community. Our growing team is made up of researchers and industry professionals working together to solve the most critical problems facing scientific publishing. Also discoverable on Platform About Our Team In Review Editorial Policies Advisory Board Help Center Resources Author Services Accessibility API Access RSS feed Manage Cookie Preferences © Research Square 2026 | ISSN 2693-5015 (online) Privacy Policy Terms of Service Do Not Sell My Personal Information {"props":{"pageProps":{"initialData":{"identity":"rs-3832165","acceptedTermsAndConditions":true,"allowDirectSubmit":true,"archivedVersions":[],"articleType":"Method Article","associatedPublications":[],"authors":[{"id":265017630,"identity":"e60646f2-1cad-4357-951f-42af2a696ed8","order_by":0,"name":"Mr. S.Naresh","email":"data:image/png;base64,iVBORw0KGgoAAAANSUhEUgAAAZAAAAAyAQMAAABI0h/eAAAABlBMVEX///8AAABVwtN+AAAACXBIWXMAAA7EAAAOxAGVKw4bAAABC0lEQVRIiWNgGAWjYPCCAwwMzEDyQQWSGBtRWhLOkKQFBBLbiHCR/OzmZx8+/LnDwN/OY3ggcZ5dnsHtw49fMNTYMfBJN2DVYnDnmPHMmW3PGCQO8xgcSNyWXGxwLs3MguFYMgObzAHsWiQSjJl5Gw4zGDCzJQC1MCduOMNgZsDAdoCBTSIBu8NmpH9m/vMHpmVOPVAL+zcDhn+4tTDcyDFmZmADaWE+cCCx4TBQC4/xA8Y23FoMbuQUM/a2HeaROAzUknDseOLMMzxlDIl9yTx4HLaZ4cefw3L8/QebP3yoqU7sO8O++cOHb3Zy8jNwOAwKeJA5YPN5cKjEDpg/kKR8FIyCUTAKhjsAAMw1XuYVJaItAAAAAElFTkSuQmCC","orcid":"","institution":"Anurag Engineering College","correspondingAuthor":true,"prefix":"Mr.","firstName":"","middleName":"","lastName":"S.Naresh","suffix":""}],"badges":[],"createdAt":"2024-01-03 15:23:27","currentVersionCode":1,"declarations":{"humanSubjects":false,"vertebrateSubjects":false,"conflictsOfInterestStatement":false,"humanSubjectEthicalGuidelines":false,"humanSubjectConsent":false,"humanSubjectClinicalTrial":false,"humanSubjectCaseReport":false,"vertebrateSubjectEthicalGuidelines":false},"doi":"10.21203/rs.3.rs-3832165/v1","doiUrl":"https://doi.org/10.21203/rs.3.rs-3832165/v1","draftVersion":[],"editorialEvents":[],"editorialNote":"","failedWorkflow":false,"files":[{"id":49157345,"identity":"fffed268-31a0-4274-a323-99b54a242e19","added_by":"auto","created_at":"2024-01-04 04:23:57","extension":"pdf","order_by":1,"title":"","display":"","copyAsset":false,"role":"manuscript-pdf","size":614267,"visible":true,"origin":"","legend":"","description":"","filename":"GPCMIXDESIGNDETAILS200223.pdf","url":"https://assets-eu.researchsquare.com/files/rs-3832165/v1_covered_131aae82-c989-4cf4-af47-192119b0a1cd.pdf"}],"financialInterests":"The authors declare no competing interests.","formattedTitle":"\u003cp\u003e\u003cstrong\u003eMix Design Procedure for M30 Grade of Fly Ash Based Geopolymer Self Compacting Concrete\u003c/strong\u003e\u003c/p\u003e","fulltext":[],"fulltextSource":"","fullText":"","funders":[],"hasAdminPriorityOnWorkflow":false,"hasManuscriptDocX":false,"hasOptedInToPreprint":true,"hasPassedJournalQc":"","hasAnyPriority":true,"hideJournal":true,"highlight":"","institution":"","isAcceptedByJournal":false,"isAuthorSuppliedPdf":true,"isDeskRejected":"","isHiddenFromSearch":false,"isInQc":false,"isInWorkflow":false,"isPdf":true,"isPdfUpToDate":true,"isWithdrawnOrRetracted":false,"journal":{"display":true,"email":"[email protected]","identity":"researchsquare","isNatureJournal":false,"hasQc":true,"allowDirectSubmit":true,"externalIdentity":"","sideBox":"","snPcode":"","submissionUrl":"/submission","title":"Research Square","twitterHandle":"researchsquare","acdcEnabled":true,"dfaEnabled":false,"editorialSystem":"","reportingPortfolio":"","inReviewEnabled":false,"inReviewRevisionsEnabled":true},"keywords":" Geopolymer concrete Mix design, self-compacted concrete Mix design, M30 grade of fly ash-based geopolymer self-compacting concrete","lastPublishedDoi":"10.21203/rs.3.rs-3832165/v1","lastPublishedDoiUrl":"https://doi.org/10.21203/rs.3.rs-3832165/v1","license":{"name":"CC BY 4.0","url":"https://creativecommons.org/licenses/by/4.0/"},"manuscriptAbstract":"\u003cp\u003eThe total world knows about the importance of concrete because it is a major construction material and we know that what are the ingredients in the concrete, the cement is bonding material in the future the high use of cement will create problems because natural resources like limestone get depleted and limestone occupies 60 to 65% of cement and other hand fly ash is creating different types problems for environmental to reducing this all problems some of the researchers are creating geopolymer concrete as solution for all this problems and for this geopolymer concrete mix design procedure are available and other hand we know that importance of self compacted concrete and its usage. 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