Geotechnic parameters análisis obtained by pencel presuremeter test on clayey soils in Resistencia

The Resistencia city has characteristic geomorphological environments of river valleys, mainly due to the influence of the Parana River and its tributaries. In many areas there is high heterogeneity of geotechnical profiles, sedimentary clayey, silt and sand soils, and water table near the ground...

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Autores principales: Bosch, Dante René, Sotelo, Rubén Rafael, Caballero, Ricardo Daniel, Morán, Orlando
Formato: Artículo
Lenguaje:Inglés
Publicado: American Association for Science and Technology 2021
Materias:
Pressuremeter
Pencel
Clay
Acceso en línea:http://repositorio.unne.edu.ar/handle/123456789/27782
Aporte de:
RIUNNE - Repositorio Institucional de la Universidad Nacional del Nordeste (UNNE) de Universidad Nacional del Nordeste
id I48-R184-123456789-27782
record_format dspace
institution Universidad Nacional del Nordeste
institution_str I-48
repository_str R-184
collection RIUNNE - Repositorio Institucional de la Universidad Nacional del Nordeste (UNNE)
language Inglés
topic Pressuremeter
Pencel
Clay
spellingShingle Pressuremeter
Pencel
Clay
Bosch, Dante René
Sotelo, Rubén Rafael
Caballero, Ricardo Daniel
Morán, Orlando
Geotechnic parameters análisis obtained by pencel presuremeter test on clayey soils in Resistencia
topic_facet Pressuremeter
Pencel
Clay
description The Resistencia city has characteristic geomorphological environments of river valleys, mainly due to the influence of the Parana River and its tributaries. In many areas there is high heterogeneity of geotechnical profiles, sedimentary clayey, silt and sand soils, and water table near the ground surface. This brings many problems for designing and construction of engineering works, including low soil bearing capacity for the project of foundations and higher construction costs. To analyze the behavior under load of these soils, geotechnical engineering practice in the region commonly used field tests like the standard penetration test (SPT) and the cone penetration test (CPT). In order to improve the quality of the studies being conducted in the area, it is analyzed in this study the use of the pencel pressuremeter test (PPMT), which allows a stress-strain curve of soil in situ. It has been considered to use this test because the equipment and the test procedure are relatively inexpensive to incorporate into engineering practice. As the use of this type of pressuremeter test is relatively recent, this study has the objective to validate their results by comparing them with correlations available in the literature between CPT and traditional pressuremeter tests. The results indicate that the geotechnical parameters obtained through pencel pressuremeter test are consistent with the correlations available in the international literature. Although the universe of data analyzed is small and should be extended, preliminary results are favorable on the potential use of the pencel pressuremeter test for geotechnical studies in the region.
format Artículo
author Bosch, Dante René
Sotelo, Rubén Rafael
Caballero, Ricardo Daniel
Morán, Orlando
author_facet Bosch, Dante René
Sotelo, Rubén Rafael
Caballero, Ricardo Daniel
Morán, Orlando
author_sort Bosch, Dante René
title Geotechnic parameters análisis obtained by pencel presuremeter test on clayey soils in Resistencia
title_short Geotechnic parameters análisis obtained by pencel presuremeter test on clayey soils in Resistencia
title_full Geotechnic parameters análisis obtained by pencel presuremeter test on clayey soils in Resistencia
title_fullStr Geotechnic parameters análisis obtained by pencel presuremeter test on clayey soils in Resistencia
title_full_unstemmed Geotechnic parameters análisis obtained by pencel presuremeter test on clayey soils in Resistencia
title_sort geotechnic parameters análisis obtained by pencel presuremeter test on clayey soils in resistencia
publisher American Association for Science and Technology
publishDate 2021
url http://repositorio.unne.edu.ar/handle/123456789/27782
work_keys_str_mv AT boschdanterene geotechnicparametersanalisisobtainedbypencelpresuremetertestonclayeysoilsinresistencia
AT sotelorubenrafael geotechnicparametersanalisisobtainedbypencelpresuremetertestonclayeysoilsinresistencia
AT caballeroricardodaniel geotechnicparametersanalisisobtainedbypencelpresuremetertestonclayeysoilsinresistencia
AT moranorlando geotechnicparametersanalisisobtainedbypencelpresuremetertestonclayeysoilsinresistencia
bdutipo_str Repositorios
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