Rheological properties of highly flowable mortar containing limestone filler-effect of powder content and W/C ratio

By A. Yahia, M. Tanimura, Y. Shimoyama. 2005

237 citations recorded by the source corpus.

Subfields: Building and Construction, Civil and Structural Engineering

View Paper: https://www.semanticscholar.org/paper/cbad0e5b6a36ee43168965bb929558f2b066cced

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

1. Abd ElMoaty
2. Gritsada Sua-iam
3. N. Makul
4. Hanifi Çanakçi
5. F. Celik

In Civil and Structural Engineering

1. Gritsada Sua-iam
2. N. Makul
3. Abd ElMoaty
4. Hanifi Çanakçi
5. F. Celik
6. Basma S. Mohamed
7. Hafez E. Elyamany

Citations in the corpus

• Utilization of limestone powder to improve the properties of self-compacting concrete incorporating high volumes of untreated rice husk ash as fine aggregate (2013, background): “The limestone filler also acts as a viscosity enhancer, increasing the workability [24,25].”
• Effect of limestone filler on the deterioration of mortars and pastes exposed to sulfate solutions at ambient temperature (2008, background): “Studies related to the mechanical properties of concrete incorporating limestone were carried out to achieve the reliability for increasing usage of limestone filler or cement [3,5].”
• Use of increasing amounts of bagasse ash waste to produce self-compacting concrete by adding limestone powder waste (2013, background): “…of bagasse ashwaste to produce self-compacting concrete by ttp://dx.doi.org/10.1016/j.jclepro.2013.06.009 particles, which can enhance the packing density of the powder and reduce the interstitial void volume, thus decreasing the amount of water entrapped in the system (Yahia et al., 2005).”
• Effect of filler types on physical, mechanical and microstructure of self compacting concrete and Flow-able concrete (2014, background): “This can promote release of a portion of the mixing water that would otherwise be entrapped in the system [18].”
• Performance of self-compacting concrete containing different mineral admixtures (2013, background): “2 / March 2013 − 471 − and blast furnace slag, filling of the voids between the larger cement particles, and increasing production of secondary hydrates by pozzolanic reactions with the lime resulting from the primary hydration enhances compressive strength (Yahia et al., 2005).”
• An investigation of rheological properties of cement-based grout mixed with rice husk ash (RHA) (2015, background): “An increase in volume of paste reduces the fluidity of the grout mixtures because of an increase on the plasticity and cohesiveness [48–50].”