Properties of fresh and hardened concrete
By K. Kovler, Nicolas Roussel. 2011
404 citations recorded by the source corpus.
Subfields: Building and Construction, Civil and Structural Engineering
View Paper: https://www.semanticscholar.org/paper/f795a5f63e210284f1d39d5f39c9a02b99e5990f
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
- Biranchi Narayan Panda
- M. Tan
- Y. Tay
- S. Paul
- Rayed Alyousef
- Hisham Alabduljabbar
- Mohamed El-Zeadani
- Y. H. M. Amran
In Civil and Structural Engineering
- Biranchi Narayan Panda
- M. Tan
- Rayed Alyousef
- Hisham Alabduljabbar
- A. B. M. Amrul Kaish
- Y. Tay
- Mohamed El-Zeadani
- Y. H. M. Amran
Citations in the corpus
- Early-Age Cracking in Concrete: Causes, Consequences, Remedial Measures, and Recommendations (2018, background): “Kovler and Roussel [5] focused on the properties of both fresh and hardened concretes, while Nehdi and Soliman [6] studied the mechanisms that affect the properties of concrete and its performance at the early age.”
- Clean production and properties of geopolymer concrete; A review (2020, background): “Meanwhile, increasing the metakaolin content and activator concentration as well as adding RCA, GGBS, 2% nano-silica dosage, metakaolin, FA, and 8% Na2O can reduce the water sorptivity of GeoPC by 20% (Bernal et al., 2012; Davidovits, 1999; Deb et al., 2016; Mo et al., 2016; Shaikh, 2016; Singh and ”
- Short and long-term behavior of structural concrete with recycled concrete aggregate (2013, background): “Maximizing the amount of recycled materials among concrete components is a very effective and promising approach toward sustainable construction [2–9].”
- Additive manufacturing of geopolymer for sustainable built environment (2017, background): “From the classification of non-newtonian fluids, it was concluded that the material behavior is thixotropic in nature that can be defined by reversible, isothermal, time-dependent decrease in viscosity when a material is subjected to increased shear stress or shear rate [29].”