Analytical models for estimating yield stress of high-performance pseudoplastic grout
300 citations recorded by the source corpus.
Subfields: Civil and Structural Engineering, Ocean Engineering
View Paper: https://www.semanticscholar.org/paper/00254aa83c75beda2a1d7ef67a9349d1423f4b74
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In Civil and Structural Engineering
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Citations in the corpus
- Evaluation of Time Independent Rheological Models Applicable to Fresh Self-Compacting Concrete (2007, methodology): “The modified-Bingham model has been applied in [26] to investigate the yield stress of cement pastes, determined by different models.”
- Rheological properties of grouts with viscosity modifying agents as diutan gum and welan gum incorporating pulverised fly ash (2006, background): “Casson, Sisko and Williamson were reported in literature and used in comparative studies of rheological models for pseudoplastic grouts [19,21].”
- Rheological behavior of cement pastes from MRI velocimetry (2005, background): “Yahia and Khayat [ 5 ] also studied the influence of the choice ofoneofthe above models on the fitted yield stress value.”
- Extension of the Reiner–Riwlin equation to determine modified Bingham parameters measured in coaxial cylinders rheometers (2013, methodology): “Therefore, the modified Bingham model [21] (Eq.”
- Steady and transient flow behaviour of fresh cement pastes (2005, background): “Yahia and Khayat [ 11 ] studied the influence of the choice of one model in this list on the identification of a yield stress.”
- Cellulose ethers influence on water retention and consistency in cement-based mortars (2011, methodology): “Yahia and Khayat [36] and Nehdi and Rahman [37] performed tests with various models (Bingham, Herschel–Bulkley, Sisko, modified Bingham, Casson, and De Kee models) and concluded that flow properties depended on both material composition and experimental conditions.”