A Theoretical Frame to Study Stability of Fresh Concrete
By Nicolas Roussel. 2005
199 citations recorded by the source corpus.
Subfields: Building and Construction, Civil and Structural Engineering, Computational Mechanics
View Paper: https://www.semanticscholar.org/paper/551d3e6a16c838dd26f224c166fc652d90f3fcdd
How researchers see this paper
The researchers whose trusted networks rank it highest, strongest advocate first. Every researcher gets a different order.
In Building and Construction
In Civil and Structural Engineering
In Computational Mechanics
Citations in the corpus
- Use of creep recovery protocol to measure static yield stress and structural rebuilding of fresh cement pastes (2016, background): “It is considered that [16] of the two components of thixotropy, i.e. de-flocculation under shear and flocculation at rest, the latter is more important because most of the problems encountered in SCC application (i.e. formwork pressure, multi-layer casting, and stability) are all related to resting.”
- Distinguishing dynamic and static yield stress of fresh cement mortars through thixotropy (2018, background): “For example, formwork pressure [13,32e37], stability [38], distinct layers casting [39] of SCC are closed related to structural rebuilding, which is directly related to static yield stress.”
- A thixotropy model for fresh fluid concretes: Theory, validation and applications (2006, background): “formwork pressure [25,26] or segregation [27,7]).”
- Effect of Coarse Particle Volume Fraction on the Yield Stress and Thixotropy of Cementitious Materials (2008, background): “The study of Hammer and Wallevik [23] suggests that in some cases (it may depend strongly on the cement paste composition) this may be true only if the aggregates are larger than 0.25 to 0.5 mm; in such cases, our approach would then be valid for SCC only if the suspending yield stress fluid include”
- 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.”