Evaluation of the aggressive degree of the chemical components to concrete

Evaluation of the aggressive degree of the chemical components to 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 Case Report Evaluation of the aggressive degree of the chemical components to concrete Thy Truc Doan This is a preprint; it has not been peer reviewed by a journal. https://doi.org/ 10.21203/rs.3.rs-2725929/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 Evaluation and research on the aggressive degree to concrete were done in the previous research. However, the evaluation of aggressive certain degree in water to the concrete was evaluated comprehensively by the Viet Nam Standard “TCVN 3994:1985” and ISO 14911:1998. The results presented “water with chemical characteristics can’t create the aggression in concrete”, which shows pH concentration is 5 and CO 2 corrosion is 20 mg/l; whereas ion Mg 2+ is 1.5 g/l and SO 4 2− is 0,25 g/l. The total salt content in the presence of evaporating surface obtains 12,5g/l. On the other hand, this paper considers water with the chemical name “Chlorite-Bicarbonate-Sodium-Magnesium” by the Kurlov formula and “TCVN 81:1981”. Especially, comprehensive consideration of chemical analysis that includes Cation (C a 2+ ; Mg 2+ ; ∑(Fe 2+ ; Fe 3+ ; Na + ; K + ; and NH 4 + ); Anion (Cl − ; SO 4 2− ; HCO 3 − ; CO 3 2− and OH − ); and the other special items analysis which includes Permanent and Temporary hardness; Alkalinity; CO 2 free; CO 2 corrosive; Total mineralization; pH value; Nitrite (NO 2 −) ; and Nitrate (NO 3 − ). So research results can be used safely for the design or construction of the reinforcement concrete structures in My Thai Canal Bridge, Rach Gia town, Kien Giang province, Viet Nam, and Construction or Geotechnical as good reference documents in the future. Environmental Chemistry Cation Anion special items Chlorite-Bicarbonate-Sodium-Magnesium corrosion Kurlov formula Full Text 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-2725929","acceptedTermsAndConditions":true,"allowDirectSubmit":true,"archivedVersions":[],"articleType":"Case Report","associatedPublications":[],"authors":[{"id":185812069,"identity":"3d92cdc7-0597-4529-ac8f-c1c2df795978","order_by":0,"name":"Thy Truc Doan","email":"data:image/png;base64,iVBORw0KGgoAAAANSUhEUgAAAZAAAAAyAQMAAABI0h/eAAAABlBMVEX///8AAABVwtN+AAAACXBIWXMAAA7EAAAOxAGVKw4bAAAA30lEQVRIiWNgGAWjYDCCAzCGBAPjAyDFw0eUFhDmkWBgNgDRbKRoYZMACRDUwne8+dnjj3sOy9tL95hVfs2xk2FjYH746AYeLZJnjpkbHHh22LBH5ozZbdltyUCHsRkb5+DRYnAjwUziwIHDCTwSOWa3JbcxA7XwsEnj15L+Da6lWHJbPTFachC2MH7cdpiwFskzZ8okzhxIN+y5kVYszbjtOA8bMwG/8B1v3yZRccBann1G8saPP7dV2/OzNz98jE8LEuAwYOYB0czEKQcB9geMP4hXPQpGwSgYBSMIAABp90lmj1M6AgAAAABJRU5ErkJggg==","orcid":"","institution":"IIT Patna","correspondingAuthor":true,"submittingAuthor":false,"prefix":"","firstName":"Thy","middleName":"Truc","lastName":"Doan","suffix":""}],"badges":[],"createdAt":"2023-03-23 06:33:09","currentVersionCode":1,"declarations":"","doi":"10.21203/rs.3.rs-2725929/v1","doiUrl":"https://doi.org/10.21203/rs.3.rs-2725929/v1","draftVersion":[],"editorialEvents":[],"editorialNote":"","failedWorkflow":false,"files":[{"id":35412536,"identity":"4468106b-cf3c-4bef-83d8-efdf04d534e9","added_by":"auto","created_at":"2023-04-06 19:40:46","extension":"pdf","order_by":1,"title":"","display":"","copyAsset":false,"role":"manuscript-pdf","size":946392,"visible":true,"origin":"","legend":"","description":"","filename":"Manuscript.pdf","url":"https://assets-eu.researchsquare.com/files/rs-2725929/v1_covered.pdf"}],"financialInterests":"","formattedTitle":"\u003cp\u003eEvaluation of the aggressive degree of the chemical components to concrete\u003c/p\u003e","fulltext":[],"fulltextSource":"","fullText":"","funders":[],"hasAdminPriorityOnWorkflow":false,"hasManuscriptDocX":false,"hasOptedInToPreprint":true,"hasPassedJournalQc":"","hasAnyPriority":true,"hideJournal":true,"highlight":"","institution":"KIEN GIANG UNIVERSITY","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":"Cation, Anion, special items, Chlorite-Bicarbonate-Sodium-Magnesium, corrosion, Kurlov formula","lastPublishedDoi":"10.21203/rs.3.rs-2725929/v1","lastPublishedDoiUrl":"https://doi.org/10.21203/rs.3.rs-2725929/v1","license":{"name":"CC BY 4.0","url":"https://creativecommons.org/licenses/by/4.0/"},"manuscriptAbstract":"\u003cp\u003eEvaluation and research on the aggressive degree to concrete were done in the previous research. However, the evaluation of aggressive certain degree in water to the concrete was evaluated comprehensively by the Viet Nam Standard \u0026ldquo;TCVN 3994:1985\u0026rdquo; and ISO 14911:1998. The results presented \u0026ldquo;water with chemical characteristics can\u0026rsquo;t create the aggression in concrete\u0026rdquo;, which shows pH concentration is 5 and CO\u003csub\u003e2 corrosion\u003c/sub\u003e is 20 mg/l; whereas ion Mg\u003csup\u003e2+\u003c/sup\u003e is 1.5 g/l and SO\u003csub\u003e4\u003c/sub\u003e\u003csup\u003e2\u0026minus;\u003c/sup\u003e is 0,25 g/l. The total salt content in the presence of evaporating surface obtains 12,5g/l. On the other hand, this paper considers water with the chemical name \u0026ldquo;Chlorite-Bicarbonate-Sodium-Magnesium\u0026rdquo; by the Kurlov formula and \u0026ldquo;TCVN 81:1981\u0026rdquo;. Especially, comprehensive consideration of chemical analysis that includes Cation (C\u003csub\u003ea\u003c/sub\u003e\u003csup\u003e2+\u003c/sup\u003e; Mg\u003csup\u003e2+\u003c/sup\u003e; \u0026sum;(Fe\u003csup\u003e2+\u003c/sup\u003e; Fe\u003csup\u003e3+\u003c/sup\u003e; Na\u003csup\u003e+\u003c/sup\u003e; K\u003csup\u003e+\u003c/sup\u003e; and NH\u003csub\u003e4\u003c/sub\u003e\u003csup\u003e+\u003c/sup\u003e); Anion (Cl\u003csup\u003e\u0026minus;\u003c/sup\u003e; SO\u003csub\u003e4\u003c/sub\u003e\u003csup\u003e2\u0026minus;\u003c/sup\u003e; HCO\u003csub\u003e3\u003c/sub\u003e\u003csup\u003e\u0026minus;\u003c/sup\u003e; CO\u003csub\u003e3\u003c/sub\u003e\u003csup\u003e2\u0026minus;\u003c/sup\u003e and OH\u003csup\u003e\u0026minus;\u003c/sup\u003e); and the other special items analysis which includes Permanent and Temporary hardness; Alkalinity; CO\u003csub\u003e2\u003c/sub\u003e free; CO\u003csub\u003e2\u003c/sub\u003e corrosive; Total mineralization; pH value; Nitrite (NO\u003csub\u003e2\u003c/sub\u003e\u003csup\u003e\u0026minus;)\u003c/sup\u003e; and Nitrate (NO\u003csub\u003e3\u003c/sub\u003e\u003csup\u003e\u0026minus;\u003c/sup\u003e). So research results can be used safely for the design or construction of the reinforcement concrete structures in My Thai Canal Bridge, Rach Gia town, Kien Giang province, Viet Nam, and Construction or Geotechnical as good reference documents in the future.\u003c/p\u003e","manuscriptTitle":"Evaluation of the aggressive degree of the chemical components to concrete","msid":"","msnumber":"","nonDraftVersions":[{"code":1,"date":"2023-04-06 19:40:33","doi":"10.21203/rs.3.rs-2725929/v1","editorialEvents":[{"type":"communityComments","content":0}],"status":"published","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}}],"origin":"","ownerIdentity":"106e517b-d08c-427a-a0f0-afbe1f323023","owner":[],"postedDate":"April 6th, 2023","published":true,"recentEditorialEvents":[],"rejectedJournal":[],"revision":"","amendment":"","status":"posted","subjectAreas":[{"id":20138830,"name":"Environmental Chemistry"}],"tags":[],"updatedAt":"2023-04-15T14:40:40+00:00","versionOfRecord":[],"versionCreatedAt":"2023-04-06 19:40:33","video":"","vorDoi":"","vorDoiUrl":"","workflowStages":[]},"version":"v1","identity":"rs-2725929","journalConfig":"researchsquare"},"__N_SSP":true},"page":"/article/[identity]/[[...version]]","query":{"redirect":"/article/rs-2725929","identity":"rs-2725929","version":["v1"]},"buildId":"FbvkV6FR0MCFSLy54lSbu","isFallback":false,"isExperimentalCompile":false,"dynamicIds":[84888],"gssp":true,"scriptLoader":[]}