Please use this identifier to cite or link to this item: https://scholarhub.balamand.edu.lb/handle/uob/73
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dc.contributor.authorKhalil, Nouraen_US
dc.contributor.authorRémonda, Sébastienen_US
dc.contributor.authorBaz, Bilal Adnanen_US
dc.contributor.authorAouad, Georgesen_US
dc.date.accessioned2020-12-23T08:25:03Z-
dc.date.available2020-12-23T08:25:03Z-
dc.date.issued2019-
dc.identifier.urihttps://scholarhub.balamand.edu.lb/handle/uob/73-
dc.description.abstractPrintable mortars used in 3D printing of cementitious materials must have rheological behaviour and setting rigorously controlled. In this research, mixes made of two types of cement, ordinary Portland cement (OPC) and Calcium Sulfoaluminate cement (CSA) are adopted to control the printability of a mortar. Extrudability, buildability and comparable compressive strength to that of a traditional mortar are the specifications required by the printable mortar. Different mixes of OPC/CSA cement pastes (ranging between 0 and 10% of CSA) and 2 mixes of OPC/CSA mortars (0 and 7% of CSA) are studied. The cement pastes are studied by isothermal calorimetry and rheometer. Heat of hydration and cement pastes' yield stress increase with the dosage of CSA in the mix. A mortar made out of 7% CSA in previous article [1] is then tested in laboratory and their behaviour is compared to the results of the cement pastes.en_US
dc.language.isoengen_US
dc.subjectSulfoaluminate cementen_US
dc.subjectHeat of hydrationen_US
dc.subjectThixotropyen_US
dc.titleCharacterization of 3D printing mortars made with OPC/CSAen_US
dc.typeBook Chapteren_US
dc.identifier.doi10.1007/978-3-319-99519-9_5-
dc.contributor.affiliationDepartment of Civil and Environmental Engineeringen_US
dc.description.startpage53en_US
dc.description.endpage60en_US
dc.date.catalogued2018-12-05-
dc.description.statusPublisheden_US
dc.identifier.ezproxyURLhttp://ezsecureaccess.balamand.edu.lb/login?url=https://doi.org/10.1007/978-3-319-99519-9_5en_US
dc.identifier.OlibID187609-
dc.relation.ispartoftextT. Wangler & R. Flatt (Eds.), First RILEM International Conference on Concrete and Digital Fabrication – Digital Concrete 2018. Springer.en_US
dc.provenance.recordsourceOliben_US
crisitem.author.parentorgFaculty of Engineering-
Appears in Collections:Department of Civil and Environmental Engineering
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