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| Indexado |
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| DOI | 10.1016/J.ENGGEO.2019.105145 | ||||
| Año | 2019 | ||||
| Tipo | artículo de investigación |
Citas Totales
Autores Afiliación Chile
Instituciones Chile
% Participación
Internacional
Autores
Afiliación Extranjera
Instituciones
Extranjeras
Due to large diversity of natural diatomaceous soils in nature, their geotechnical singularities are still not fully understood and reported data on undisturbed samples remain scarce. In this paper, a laboratory experimental study is presented on a diatomaceous soil from Mejillones Bay in northern Chile, focused on compressibility and creep. Microscopic observations and mineralogical analyses indicate that the soil contains siliceous diatom frustules of 10 to 60 mu m in size, which gives the soil a very low dry density and high natural water content. Compression tests on undisturbed samples results in yield stress much higher than the overburden pressure, high contrast between compressibility before and after yielding, and significant creep strains. The diatomaceous soil does not follow empirical correlations typically used in Soil Mechanics, and is significantly more compressible than fine soils with similar geotechnical classification. Qualitative microscopic observations after compression show that a large amount of frustules have crushed, which probably explains the high compressibility of the soil.
| Ord. | Autor | Género | Institución - País |
|---|---|---|---|
| 1 | Arenaldi Perisic, Ghio | - |
Pontificia Universidad Católica de Chile - Chile
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| 2 | OVALLE-LETELIER, CRISTIAN | Hombre |
Polytecn Montreal - Canadá
Polytecnique Montréal - Canadá Polytechnique Montréal - Canadá |
| 3 | Barrios, Antonio | Hombre |
Petrus Consultores Geotecn Ltda - Chile
Petrus Consultores Geotécnicos Ltda - Chile |
| Fuente |
|---|
| Fondo Nacional de Desarrollo Científico y Tecnológico |
| Comisión Nacional de Investigación Científica y Tecnológica |
| Conicyt Chile |
| Comisión Nacional de Investigación CientÃfica y Tecnológica |
| Consejo Nacional de Innovacion, Ciencia y Tecnologia |
| Fondo Nacional de Desarrollo CientÃfico y Tecnológico |
| Conicyt Chile through project FONDECYT |
| Petrus Consultores Geotécnicos |
| Agradecimiento |
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| This research work benefited from the financial support of CONICYT Chile through project FONDECYT 11150084. We gratefully acknowledge the geotechnical consulting company Petrus Consultores Geotecnicos for their interest on this study and for the financial support on soil sampling. |
| This research work benefited from the financial support of CONICYT Chile through project FONDECYT 11150084. We gratefully acknowledge the geotechnical consulting company Petrus Consultores Geotécnicos for their interest on this study and for the financial support on soil sampling. |