[HTML][HTML] The effect of fly ash and pine tree resin on thermo-mechanical properties of concretes with expanded clay aggregates

A Bicer - Case Studies in Construction Materials, 2021 - Elsevier
Case Studies in Construction Materials, 2021Elsevier
We used expanded clay (EC) and cement, fly ash (FA), and pine tree resin as binders
instead of conventional aggregate to produce low-density construction material. The EC
ratios were 10%, 20%, 30%, 40%, and 50%. The FA ratios were 10%, 20%, and 30%. The
pine tree resin was 1% of the total volume. The samples were dried for 28 days at room
temperature, and then measurements were carried out. We produced 48 samples divided
into four groups: no additive (Group 1), FA added (Group 2), resin added (Group 3), and FA+ …
Abstract
We used expanded clay (EC) and cement, fly ash (FA), and pine tree resin as binders instead of conventional aggregate to produce low-density construction material. The EC ratios were 10 %, 20 %, 30 %, 40 %, and 50 %. The FA ratios were 10 %, 20 %, and 30 %. The pine tree resin was 1% of the total volume. The samples were dried for 28 days at room temperature, and then measurements were carried out. We produced 48 samples divided into four groups: no additive (Group 1), FA added (Group 2), resin added (Group 3), and FA + resin added (Group 4). Thermal and mechanical tests were performed to determine where in buildings the low-density construction material could be used. When EC rate increased from 0 % to 50 %, the thermal conductivity coefficient and compressive strength decreased by 55.4 % and 35.1 % only with the effect of the EC aggregate; 13.0–13.69 % with the effect of FA only, 8.4–15.6 % and iii) 17.6–21.86 % and 58.6−17.13% by the effect of FA & resin. The lowest thermal conductivity coefficient was 0.168 W/mK. The highest compressive strength was 24.68 MPa. All samples had a water absorption rate lower than 30 %.
Elsevier
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