New Methodology for Designing Self-Compacting Concrete
By Aaron W. Saak, H. Jennings, Surendra P. Shah. 2001
225 citations recorded by the source corpus.
Subfields: Building and Construction, Civil and Structural Engineering
View Paper: https://www.semanticscholar.org/paper/af1486fecd7fe2dda1335f8215a63b87014747aa
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In Building and Construction
In Civil and Structural Engineering
Citations in the corpus
- Properties of fresh and hardened concrete (2011, background): “It was shown in [56–58] that yield stress of the constitutive cement paste or mortar is the key parameter of concrete stability.”
- Mechanical properties, durability, and life-cycle assessment of self-consolidating concrete mixtures made with blended portland cements containing fly ash and limestone powder (2015, result): “These estimates can be compared to typical SCC mixtures obtained from the literature [19,20,64,65].”
- The Marsh Cone: A Test Or a Rheological Apparatus? (2005, methodology): “Among the most widely used are the Bingham and Herschel-Bulkley models, which take in account the pseudoplastic behaviour of those concentrated suspensions [5–8].”
- A Theoretical Frame to Study Stability of Fresh Concrete (2005, methodology): “As already suggested in the paper by Saak and co-workers [5], such stability criteria may be a basis for a mix design method.”
- Characterization of marble powder for its use in mortar and concrete (2010, background): “For maximum segregation resistance, the yield stress of the paste should be high (1, 2, 3, 7) and the difference in density between the aggregate and the paste should be low.”