Please use this identifier to cite or link to this item: http://cmuir.cmu.ac.th/jspui/handle/6653943832/73015
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dc.contributor.authorKittipong Kunchariyakunen_US
dc.contributor.authorSuthatip Sinyoungen_US
dc.contributor.authorPuangrat Kajitvichyanukulen_US
dc.date.accessioned2022-05-27T08:33:47Z-
dc.date.available2022-05-27T08:33:47Z-
dc.date.issued2022-06-01en_US
dc.identifier.issn22145095en_US
dc.identifier.other2-s2.0-85121654261en_US
dc.identifier.other10.1016/j.cscm.2021.e00855en_US
dc.identifier.urihttps://www.scopus.com/inward/record.uri?partnerID=HzOxMe3b&scp=85121654261&origin=inwarden_US
dc.identifier.urihttp://cmuir.cmu.ac.th/jspui/handle/6653943832/73015-
dc.description.abstractThis research investigated the effect of curing conditions on properties of mortar incorporating wood fiber waste (WFW). Normal curing, low heat curing (70 °C) and autoclave curing were compared, while the WFW was added 0–5% by weight of ordinary Portland cement. The increasing percentages of WFW reduced the dry density, compressive and flexural strengths, approximately 4–13%, 10–70% and 3–65%, respectively, under all curing conditions. The application of autoclave curing has relatively low values of flexural-compressive strength ratio compared to normal curing and low heat curing. The highest flexural-compressive strength ratio was the mortar incorporating WFW 5% by weight under normal curing at 28 days. The width of the interfacial transition zone between WFW and mortar at 28 days normal curing was relatively low (44.72 ± 14.63 µm) compared to autoclave curing (23.84 ± 8.90 µm). Microstructure analysis revealed that autoclave curing leads to the hydration products being crystalline, while hydration products can be developed during the curing process. Results from this work can benefit in selecting the curing conditions for the WFW mortar.en_US
dc.subjectMaterials Scienceen_US
dc.titleComparative microstructures and mechanical properties of mortar incorporating wood fiber waste from various curing conditionsen_US
dc.typeJournalen_US
article.title.sourcetitleCase Studies in Construction Materialsen_US
article.volume16en_US
article.stream.affiliationsWalailak Universityen_US
article.stream.affiliationsPrince of Songkla Universityen_US
article.stream.affiliationsChiang Mai Universityen_US
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