The effects of expanded perlite aggregate, silica fume and fly ash on the thermal conductivity of lightweight concrete
By Ramazan Demirboğa, R. Gül. 2003
416 citations recorded by the source corpus.
Subfields: Building and Construction, Civil and Structural Engineering
View Paper: https://www.semanticscholar.org/paper/e23747149fee472201380457e28edf912dbf9e0a
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In Building and Construction
In Civil and Structural Engineering
- R. Pellenq
- M. J. Qomi
- Franz-Josef Ulm
- Osman Gencel
- M. Vandamme
- Zongjin Li
- Chuanlin Hu
- Georgios Constantinides
Citations in the corpus
- Proportioning and characterization of lightweight concrete mixtures made with rigid polyurethane foam wastes (2008, neutral): “This decrease is due to the important porosity of lightweight aggregates [21,34,35].”
- Thermal properties of high-volume fly ash mortars and concretes (2011, neutral): “(Demirboga, 2003a, b; Demirboga and Gul, 2003; Demirboga et al., 2007) have reported extensively on the thermal properties of mixtures containing high volumes of mineral admixtures, but only for specimens that have been first extensively dried (to constant mass) at 110 C, dramatically reducing their”
- Thermal conductivity of cement composites containing rubber waste particles: Experimental study and modelling (2008, background): “The variation obtained is similar to that reported in previous work conducted on lightweight concretes [22,23].”
- Physical Origins of Thermal Properties of Cement Paste (2015, background): “[5] Ramazan Demirboga and Rustem Gul, The effects of expanded perlite aggregate, silica fume and fly ash on the thermal conductivity of lightweight concrete, Cem.”
- Combined effect of silica fume and expanded vermiculite on properties of lightweight mortars at ambient and elevated temperatures (2015, background): “Lightweight concretes present superior properties such as, thermal isolation [5–7], fire/high temperature resistance and so protection [8–13], sound insolation [14–19], strength enough for structural applications and reducing dead load of structure resulting in a decreased cross sections of structur”