Design, Production and Placement of Self-Consolidating Concrete 2010
DOI: 10.1007/978-90-481-9664-7_6
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Effects of Superplasticizer and Viscosity-Modifying Agent on Fresh Concrete Performance of SCC at Varied Ambient Temperatures

Abstract: Abstract. Varying ambient temperatures in plants or on construction sites during casting of SCC can cause serious problems affecting the fresh concrete performances, such as rheological properties and setting time, with consequences for the hardened properties in the structure. By sensible choices of the components, the robustness of SCC mixtures against temperature variations can be improved. However, this aspect has not been the focus of intensive research yet. In this study the effects of varied ambient tem… Show more

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Cited by 8 publications
(5 citation statements)
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References 7 publications
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“…Furthermore, starches consist of two types of macromolecules, the linear amylose (0%-30%) and the tree-like structured amylopectin (70%-100%). Starch based stabilising agents typically require higher dosages than sphingans to become effective [14,16,17]. However, they are much cheaper in price, which makes them attractive for the concrete market [18].…”
Section: Introductionmentioning
confidence: 99%
“…Furthermore, starches consist of two types of macromolecules, the linear amylose (0%-30%) and the tree-like structured amylopectin (70%-100%). Starch based stabilising agents typically require higher dosages than sphingans to become effective [14,16,17]. However, they are much cheaper in price, which makes them attractive for the concrete market [18].…”
Section: Introductionmentioning
confidence: 99%
“…Flow tests were shear stress-controlled using linear stress ramps ranging from 300-6000 Pa and 900-50,000 Pa. Tests were designed to obtain yield stress and viscosity, which quantify flow and flow velocity, respectively [53]. Tests were repeated at regular time intervals during the open time of the fresh mixes, during which material was exposed to environmental temperatures prior to testing.…”
Section: Fresh MIX Rheological Propertiesmentioning
confidence: 99%
“…VMA didina betono mišinio ribinius šlyties įtempius ir plastinę klampą bei tiksotropiškumą (Assaad et al, 2003). Schmidt et al (2010) nustatė, kad VMA įtaka betono mišinių ribiniams šlyties įtempiams yra žymiai didesnė, palyginti su superplastiklio polikarboksilato esterių pagrindu. Kai VMA yra modifikuotų bulvių krakmolo pagrindu, plastifikuoti mišiniai (nepriklausomai nuo plastifikuojančios įmaišos tipo) pasižymi geresniu homogeniškumu, atsparumu sluoksniavimuisi ir mažesniu vandens atsiskyrimu iš mišinio (esant ramybės būsenos), palyginti su mišiniais, kuriuose naudoti didelės molekulinės masės polisacharidai (angl.…”
Section: Cheminių įMaišų įTaka Cementinių Mišinių Reologinėms Charaktunclassified