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| DOI | 10.1016/J.CONBUILDMAT.2019.116746 | ||||
| Año | 2019 | ||||
| Tipo | artículo de investigación |
Citas Totales
Autores Afiliación Chile
Instituciones Chile
% Participación
Internacional
Autores
Afiliación Extranjera
Instituciones
Extranjeras
The presence of lightweight aggregates (LWAs) in concrete reduces the density and thermal conductivity of concrete at the expense of its mechanical strength. This research quantifies the influences of the pore structure, characterized using micro computed tomography (mu-CT), on the thermal and mechanical performance of 38 types of LWAs made with glass foam from recycled glass. A higher porosity and smaller pore size distribution allow the achievement of higher mechanical strength and lower thermal conductivity. Such a pore structure can be obtained by reducing the size of the particles of the foaming agent and by increasing the temperature of the expansion process. (C) 2019 Elsevier Ltd. All rights reserved.
| Ord. | Autor | Género | Institución - País |
|---|---|---|---|
| 1 | Arriagada E, Camila | Mujer |
Pontificia Universidad Católica de Chile - Chile
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| 2 | Navarrete, Ivan | Hombre |
Pontificia Universidad Católica de Chile - Chile
|
| 3 | LOPEZ-CASANOVA, MAURICIO ALEJANDRO | Hombre |
Pontificia Universidad Católica de Chile - Chile
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| Fuente |
|---|
| CONICYT |
| FONDAP |
| Fondo Nacional de Desarrollo Científico y Tecnológico |
| Comisión Nacional de Investigación Científica y Tecnológica |
| CEDEUS |
| Pontificia Universidad Católica de Chile |
| Fondo de Fomento al Desarrollo Científico y Tecnológico |
| Centro de Desarrollo Urbano Sustentable |
| Conicyt Chile |
| CONICYT Chile/FONDEF |
| Comisión Nacional de Investigación CientÃfica y Tecnológica |
| Fondo Nacional de Desarrollo CientÃfico y Tecnológico |
| Fondo de Financiamiento de Centros de Investigación en Áreas Prioritarias |
| Fondo de Fomento al Desarrollo CientÃfico y Tecnológico |
| CONICYT Chile/FONDECYT |
| CEDEUS, CONICYT Chile/FONDAP |
| DICTUC Laboratories |
| Department of Construction Engineering and Management |
| Agradecimiento |
|---|
| The authors greatly acknowledge the funding provided by CONICYT Chile/FONDECYT 1150251, CONICYT Chile/FONDEF ID17I10215, and by CEDEUS, CONICYT Chile/FONDAP 15110020. The testing performed in this study was conducted mainly at the Construction Materials Laboratories at the Pontificia Universidad Catolica de Chile and DICTUC Laboratories in Chile. The CT Scan analysis was performed under the FONDEQUIP project EQM 130028 (CONICYT). The authors acknowledge the assistance provided by the personnel working at these facilities, and Mauricio Guerra, Jose Carlos Remesar, and Professor Sergio Vera from the Department of Construction Engineering and Management. The authors are also grateful to Andres Besa, Alexa Becher, and Ribka Balakrishnan for helping in the experimental program. |
| The authors greatly acknowledge the funding provided by CONICYT Chile/FONDECYT 1150251, CONICYT Chile/FONDEF ID17I10215, and by CEDEUS, CONICYT Chile/FONDAP 15110020. The testing performed in this study was conducted mainly at the Construction Materials Laboratories at the Pontificia Universidad Catolica de Chile and DICTUC Laboratories in Chile. The CT Scan analysis was performed under the FONDEQUIP project EQM 130028 (CONICYT). The authors acknowledge the assistance provided by the personnel working at these facilities, and Mauricio Guerra, Jose Carlos Remesar, and Professor Sergio Vera from the Department of Construction Engineering and Management. The authors are also grateful to Andr?s Besa, Alexa Becher, and Ribka Balakrishnan for helping in the experimental program. |