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dc.contributor.authorRidho, Bayuaji-
dc.contributor.authorSigit, Darmawan-
dc.contributor.authorNur, Ahmad Husin-
dc.contributor.authorBoedi, Wibowo-
dc.contributor.authorSrie Subekti-
dc.contributor.authorMohd Mustafa Al Bakri, Abdullah-
dc.contributor.authorTotok Ruki, Biyanto-
dc.date.accessioned2022-03-07T02:49:03Z-
dc.date.available2022-03-07T02:49:03Z-
dc.date.issued2017-02-
dc.identifier.citationMATEC Web of Conferences, vol.97, 2017, 4 pagesen_US
dc.identifier.urihttp://dspace.unimap.edu.my:80/xmlui/handle/123456789/74575-
dc.descriptionLink to publisher's homepage at https://www.matec-conferences.org/en_US
dc.description.abstractThis study has the purpose to explore the potential of geopolymer concrete tensile strength in particular on the effects of corrosive environments. Geopolymer concrete, concrete technology used no OPC that has advantages, one of which is durability, especially for corrosive seawater environment. In addition, geopolymer concrete with polymerization mechanism does not require large energy consumption or an environmentally friendly concept. Geopolymer concrete in this study is using a type C fly ash from PT. International Power Mitsui Operation & Maintenence Indonesia (IPMOMI) Paiton. The type of alkaline activator used NaOH (14 molar) and Na2SiO3. Coarse and fine aggregate used are local aggregate. Geopolymer concrete molded test specimen with dimensions of (10 × 20) cm cylinder, further heating and without heating, then maintained at room temperature and seawater up to 28 days. Then to determine the mechanical properties, the tensile strength testing is done with reference. This result of study indicates the curing of geopolymer concrete at 60 ° C for 24 hours to raise the tensile strength of geopolymer concrete.en_US
dc.language.isoenen_US
dc.publisherEDP Sciencesen_US
dc.relation.ispartofseriesEngineering Technology International Conference 2016 (ETIC 2016);-
dc.subject.otherGeopolymeren_US
dc.subject.otherGeopolymer concreteen_US
dc.titleThe effect of corrosive environment on geopolymer concrete tensile strengthen_US
dc.typeArticleen_US
dc.identifier.urlhttps://www.matec-conferences.org/-
dc.identifier.doihttps://doi.org/10.1051/matecconf/20179701036-
dc.contributor.urlbayuaji@ce.its.ac.iden_US
Appears in Collections:Mohd Mustafa Al Bakri Abdullah, Prof. Dr.

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