TY  - JOUR
T1  - Investigation of High Range Water-Reducing Admixture Requirement in Cementitious Systems Containing Fly Ash with Different Utilization Ratio and Fineness
AU  - Sahın, Hatice Gizem
AU  - Bırıcık, Oznur
AU  - Mardanı, Ali
PY  - 2022
DA  - December
DO  - 10.55549/epstem.1226663
JF  - The Eurasia Proceedings of Science Technology Engineering and Mathematics
JO  - EPSTEM
PB  - ISRES Publishing
WT  - DergiPark
SN  - 2602-3199
SP  - 388
EP  - 395
VL  - 21
LA  - en
AB  - Mineral additives are widely used in cementitious systems to reduce CO2 emissions. In this context,it was understood that fly ash, an industrial by-product, is the most widely used mineral additive. It is necessaryto examine the binder-water reducing admixture compatibility in cementitious systems containing mineraladditives. The fineness and utilization ratio of mineral additives seriously affect the compatibility in question. Inthis study, the effect of the use of fly ash in different utilization ratios and fineness on the flow value andconsistency retention performance of mortar mixtures containing water-reducing admixture in different ratioswas investigated. For this purpose, 4 different usage dosages of water-reducing admixtures (0%, 1%, 1.5% and2%), 2 different utilization ratios (0, 15% and 30%) and fine fly ash (4000 and 6000 cm2/g) were used. A totalof 20 mortar mixtures were prepared. The flow performance of the prepared mixtures for 60 minutes wasexamined. As expected, the initial and 60th-minute flow values of all mixtures increased with the increase in theuse of water-reducing admixture. It was understood that the change of fly ash fineness did not have a significanteffect on the initial and 60th-minute flow values of the mixtures. Similarly, it was observed that the change inthe utilization ratio of fly ash did not have a great effect on the initial and 60th-minute flow performance in themixtures with no admixtures, 1% and 2% admixture usage dosages. However, it was determined that theincrease in fly ash utilization ratio in mixtures with an admixture usage dosage of 1.5% increased the initial and60th-minute flow values of the mortar mixtures. Also, it was observed that mortar mixtures containing 2%water-reducing admixture generally have the highest consistency retention capacity (95-100%), regardless of flyash fineness and utilization ratio.
KW  - Admixture usage dosage
KW  - Fly ash fineness and utilization ratio
KW  - Flow value
KW  - Consistency retention
capacity
UR  - https://doi.org/10.55549/epstem.1226663
L1  - https://dergipark.org.tr/en/download/article-file/2862370
ER  -