Relationship between the Bingham parameters and slump
By J. Wallevik. 2006
257 citations recorded by the source corpus.
Subfields: Building and Construction, Civil and Structural Engineering
View Paper: https://www.semanticscholar.org/paper/e3d51a778655a0dddbb31a2e6ab32dd50786dc93
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In Building and Construction
- J. Sanjayan
- Faiz Shaikh
- A. Palomo
- B. Nematollahi
- A. Fernández-Jiménez
- M. Criado
- K. Kovler
- P. Banfill
In Civil and Structural Engineering
Citations in the corpus
- Properties of fresh and hardened concrete (2011, result): “Following the pioneering work of Murata [2], subsequent works established analogous relationships either for conical or cylindrical molds [16–21].”
- Alkali activated fly ash: effect of admixtures on paste rheology (2009, background): “Theoretical simulations assuming Bingham behaviour have shown that the effect on slump of a change in yield value is much greater than that of a comparable change in plastic viscosity: the slump is affected by the yield, but it is not affected by the viscosity ( Wallevik 2006 ).”
- Combined effects of recycled aggregate and fly ash towards concrete sustainability (2013, methodology): “According to Wallevik [16], several equations were proposed to elucidate the relationship of the two.”
- Comparative deflection hardening behavior of short fiber reinforced geopolymer composites (2014, background): “According to Wallevik [48], slump is influenced by the yield stress of the paste, not by the viscosity.”