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Mechanical strength, mass loss and volumetric changes of drying adobe matrices combined with kaolin and fine soil particles
Indexado
WoS WOS:000722640300001
Scopus SCOPUS_ID:85118699497
DOI 10.1016/J.CONBUILDMAT.2021.125246
Año 2021
Tipo artículo de investigación

Citas Totales

Autores Afiliación Chile

Instituciones Chile

% Participación
Internacional

Autores
Afiliación Extranjera

Instituciones
Extranjeras


Abstract



Earthen construction represents almost 30% of the housing in developing countries, partially because of its low cost compared to steel and concrete construction, and also because the raw materials are available almost everywhere. One of the biggest disadvantages of earthen materials is the lack of information and variety on their constitutive materials, specifically their soil type. This work addresses the physical and mechanical properties of adobe matrices containing different concentrations of kaolin, which is a specific type of clay, as well as different proportions of fine particles of the original soil of the adobe matrix. All adobe matrices were manufactured with a SM-SC soil obtained from Santiago, Chile, and had concentrations of 0, 10, 30, and 50% of kaolin and 0, 10, 20, and 30% fines of the original soil content. It is concluded that the compressive strength of the studied earthen mixtures improves when kaolin is added to the mixture. The shrinkage of adobe matrices with kaolin compared to plain adobe matrices was reduced during the first days of age and stayed stable after that. This work shows that the inclusion of fines from the original soil (other than kaolin) did not significantly affect any of the studied properties. It also shows that the Unified Soil Classification System is not sufficient to characterize soils for adobe matrices.

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Disciplinas de Investigación



WOS
Construction & Building Technology
Engineering, Civil
Materials Science, Multidisciplinary
Scopus
Civil And Structural Engineering
Building And Construction
Materials Science (All)
SciELO
Sin Disciplinas

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Publicaciones WoS (Ediciones: ISSHP, ISTP, AHCI, SSCI, SCI), Scopus, SciELO Chile.

Colaboración Institucional



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Autores - Afiliación



Ord. Autor Género Institución - País
1 Concha-Riedel, J. Hombre Universidad Adolfo Ibáñez - Chile
2 Antico, Federico C. Hombre Universidad Adolfo Ibáñez - Chile
3 López-Querol, S. - UCL Engineering - Reino Unido
UCL - Reino Unido

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Financiamiento



Fuente
Fondo Nacional de Desarrollo Científico y Tecnológico
ANID
National Agency for Research and Development
ANID- (National Agency for Research and Development, Chile) under its program FONDECYT

Muestra la fuente de financiamiento declarada en la publicación.

Agradecimientos



Agradecimiento
The authors would like to thank Prof. J. Norambuena, Prof. G. Araya-Letelier for their suggestions that helped improve the present study. Finally, we would like to also thank Tomás Zenteno, Wladimir Vergara and Camila Madariaga for their contribution to the execution of the experimental testing plan. This research was partially supported by ANID— (National Agency for Research and Development, Chile) under its program FONDECYT, grant number. 11200283. This support is gratefully acknowledged by the authors.
The authors would like to thank Prof. J. Norambuena, Prof. G. Araya-Letelier for their suggestions that helped improve the present study. Finally, we would like to also thank Tomas Zenteno, Wladimir Vergara and Camila Madariaga for their contribution to the execution of the experimental testing plan. This research was partially supported by ANID- (National Agency for Research and Development, Chile) under its program FONDECYT, grant number. 11200283. This support is gratefully acknowledged by the authors.

Muestra la fuente de financiamiento declarada en la publicación.