Geotechnical characterization of the clay soils of Pucallpa
Descripción del Articulo
This article addresses in detail the geotechnical characterization of fine soils in the city of Pucallpa, in the Amazon region of Peru. With the main objective of describing the mechanical behavior and the very particular physical characteristics of these fine clay-type soils in the areas of Yarinac...
| Autores: | , , |
|---|---|
| Formato: | artículo |
| Fecha de Publicación: | 2023 |
| Institución: | Universidad Ricardo Palma |
| Repositorio: | Revistas - Universidad Ricardo Palma |
| Lenguaje: | español |
| OAI Identifier: | oai:oai.revistas.urp.edu.pe:article/6312 |
| Enlace del recurso: | http://revistas.urp.edu.pe/index.php/Perfiles_Ingenieria/article/view/6312 |
| Nivel de acceso: | acceso abierto |
| Materia: | arcillas Pucallpa sedimentación preconsolidacion clays sedimentation preconsolidation |
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Geotechnical characterization of the clay soils of Pucallpa Caracterización geotécnica de los suelos arcillosos de Pucallpa |
| title |
Geotechnical characterization of the clay soils of Pucallpa |
| spellingShingle |
Geotechnical characterization of the clay soils of Pucallpa Hernández Aguilar, Marco Antonio arcillas Pucallpa sedimentación preconsolidacion clays Pucallpa sedimentation preconsolidation |
| title_short |
Geotechnical characterization of the clay soils of Pucallpa |
| title_full |
Geotechnical characterization of the clay soils of Pucallpa |
| title_fullStr |
Geotechnical characterization of the clay soils of Pucallpa |
| title_full_unstemmed |
Geotechnical characterization of the clay soils of Pucallpa |
| title_sort |
Geotechnical characterization of the clay soils of Pucallpa |
| dc.creator.none.fl_str_mv |
Hernández Aguilar, Marco Antonio Escalaya Advincula, Miriam Rosanna Vega Lopez, Ronald Saúl |
| author |
Hernández Aguilar, Marco Antonio |
| author_facet |
Hernández Aguilar, Marco Antonio Escalaya Advincula, Miriam Rosanna Vega Lopez, Ronald Saúl |
| author_role |
author |
| author2 |
Escalaya Advincula, Miriam Rosanna Vega Lopez, Ronald Saúl |
| author2_role |
author author |
| dc.subject.none.fl_str_mv |
arcillas Pucallpa sedimentación preconsolidacion clays Pucallpa sedimentation preconsolidation |
| topic |
arcillas Pucallpa sedimentación preconsolidacion clays Pucallpa sedimentation preconsolidation |
| description |
This article addresses in detail the geotechnical characterization of fine soils in the city of Pucallpa, in the Amazon region of Peru. With the main objective of describing the mechanical behavior and the very particular physical characteristics of these fine clay-type soils in the areas of Yarinacocha, Manantay and Callería, for this purpose, a geotechnical campaign was carried out that consisted of the execution of 40 manual excavations of the open-air pit type with depths of up to 1.50 meters, with the purpose of recovering unaltered samples in the form of cubes of 0.40 m on each side, for subsequent transfer to the soil mechanics laboratory of the Ricardo Palma University, where they were They carried out normal and special tests to obtain their physical and mechanical characteristics. The samples are characterized by the predominance of fine clay-type particles of high and low plasticity with SUCS classification of CL, CH, with moisture content values of up to 30%, reddish, gray and in some cases brown in color, the liquid limit content exceeds 35% in most samples and with a plasticity index that averages 20%, in addition, unit or volumetric weight tests, specific weight tests of the solids were carried out to determine their specific gravity Gs, tests granulometry by sedimentation, one-dimensional consolidation test and simple compression tests on unaltered and remoulded samples, data that have allowed us to know, understand and comprehend the behavior of the fine clay soils of the city of Pucallpa in its three main districts, being able to obtain their main physical properties, resistance and deformation allowing zoning and characterizing the clay soils of the city of Pucallpa. |
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2023 |
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2023-12-30 |
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info:eu-repo/semantics/article info:eu-repo/semantics/publishedVersion |
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article |
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http://revistas.urp.edu.pe/index.php/Perfiles_Ingenieria/article/view/6312 10.31381/perfilesingenieria.v19i20.6312 |
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http://revistas.urp.edu.pe/index.php/Perfiles_Ingenieria/article/view/6312 |
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10.31381/perfilesingenieria.v19i20.6312 |
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spa |
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spa |
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http://revistas.urp.edu.pe/index.php/Perfiles_Ingenieria/article/view/6312/9801 http://revistas.urp.edu.pe/index.php/Perfiles_Ingenieria/article/view/6312/10044 |
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https://creativecommons.org/licenses/by/4.0/ info:eu-repo/semantics/openAccess |
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Universidad Ricardo Palma |
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Universidad Ricardo Palma |
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Engineering Profiles; Vol. 19 No. 20 (2023): Perfiles de Ingeniería (july-december) 2023; 93-118 Perfiles de Ingeniería; Vol. 19 Núm. 20 (2023): Perfiles de Ingeniería (julio-diciembre) 2023; 93-118 2519-5719 1996-6660 10.31381/perfilesingenieria.v20i20 reponame:Revistas - Universidad Ricardo Palma instname:Universidad Ricardo Palma instacron:URP |
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Revistas - Universidad Ricardo Palma |
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Geotechnical characterization of the clay soils of Pucallpa Caracterización geotécnica de los suelos arcillosos de PucallpaHernández Aguilar, Marco Antonio Escalaya Advincula, Miriam Rosanna Vega Lopez, Ronald Saúl arcillasPucallpasedimentación preconsolidacionclaysPucallpasedimentationpreconsolidationThis article addresses in detail the geotechnical characterization of fine soils in the city of Pucallpa, in the Amazon region of Peru. With the main objective of describing the mechanical behavior and the very particular physical characteristics of these fine clay-type soils in the areas of Yarinacocha, Manantay and Callería, for this purpose, a geotechnical campaign was carried out that consisted of the execution of 40 manual excavations of the open-air pit type with depths of up to 1.50 meters, with the purpose of recovering unaltered samples in the form of cubes of 0.40 m on each side, for subsequent transfer to the soil mechanics laboratory of the Ricardo Palma University, where they were They carried out normal and special tests to obtain their physical and mechanical characteristics. The samples are characterized by the predominance of fine clay-type particles of high and low plasticity with SUCS classification of CL, CH, with moisture content values of up to 30%, reddish, gray and in some cases brown in color, the liquid limit content exceeds 35% in most samples and with a plasticity index that averages 20%, in addition, unit or volumetric weight tests, specific weight tests of the solids were carried out to determine their specific gravity Gs, tests granulometry by sedimentation, one-dimensional consolidation test and simple compression tests on unaltered and remoulded samples, data that have allowed us to know, understand and comprehend the behavior of the fine clay soils of the city of Pucallpa in its three main districts, being able to obtain their main physical properties, resistance and deformation allowing zoning and characterizing the clay soils of the city of Pucallpa.El presente articulo aborda de manera detallada la caracterización geotécnica de los suelos finos en la ciudad de Pucallpa, en la región amazónica de Perú. Con el principal objetivo de describir el comportamiento mecánico y las características físicas muy particulares de estos suelos finos del tipo arcillosos en las zonas de Yarinacocha, Manantay y Callería, en este propósito, se llevó a cabo una campaña geotécnica que consistió en la ejecución de 40 excavaciones manuales del tipo calicatas a cielo abierto con profundidades de hasta 1.50 metros, con la finalidad de recuperar muestras inalteradas en forma de cubos de 0.40 m de lado, para su posterior traslado al laboratorio de mecánica de suelos de la Universidad Ricardo Palma, donde se realizaron los ensayos normales y especiales para obtener sus características físicas y mecánicas. Las muestras se caracterizan por la predominancia de las partículas finas del tipo arcillas de alta y baja plasticidad con clasificación SUCS de CL, CH, con valores de contenido de humedad de hasta 30%, de coloración rojiza, gris y en algunos casos marrón, el contenido de limite liquido supera el 35% en la mayoría de muestras y con un índice de plasticidad que promedia el 20%, además se realizaron ensayos de peso unitario o volumétrico, ensayos de peso específico de los sólidos para determinar su gravedad especifica Gs, ensayos de granulometría por sedimentación, ensayo de consolidación unidimensional y ensayos de compresión simple en muestras inalteradas y remoldeadas, datos que han permitido conocer, entender y comprender el comportamiento de los suelos finos arcillosos de la ciudad de Pucallpa en sus tres distritos principales, pudiéndose obtener sus principales propiedades físicas, de resistencia y deformación permitiendo zonificar y caracterizar los suelos arcillosos de la ciudad de Pucallpa.Universidad Ricardo Palma2023-12-30info:eu-repo/semantics/articleinfo:eu-repo/semantics/publishedVersionapplication/pdftext/htmlhttp://revistas.urp.edu.pe/index.php/Perfiles_Ingenieria/article/view/631210.31381/perfilesingenieria.v19i20.6312Engineering Profiles; Vol. 19 No. 20 (2023): Perfiles de Ingeniería (july-december) 2023; 93-118Perfiles de Ingeniería; Vol. 19 Núm. 20 (2023): Perfiles de Ingeniería (julio-diciembre) 2023; 93-1182519-57191996-666010.31381/perfilesingenieria.v20i20reponame:Revistas - Universidad Ricardo Palmainstname:Universidad Ricardo Palmainstacron:URPspahttp://revistas.urp.edu.pe/index.php/Perfiles_Ingenieria/article/view/6312/9801http://revistas.urp.edu.pe/index.php/Perfiles_Ingenieria/article/view/6312/10044Derechos de autor 2023 Marco Antonio Hernández Aguilar, Miriam Rosanna Escalaya Advincula, Ronald Saúl Vega Lopezhttps://creativecommons.org/licenses/by/4.0/info:eu-repo/semantics/openAccessoai:oai.revistas.urp.edu.pe:article/63122024-08-02T14:23:00Z |
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13.890295 |
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La información contenida en este registro es de entera responsabilidad de la institución que gestiona el repositorio institucional donde esta contenido este documento o set de datos. El CONCYTEC no se hace responsable por los contenidos (publicaciones y/o datos) accesibles a través del Repositorio Nacional Digital de Ciencia, Tecnología e Innovación de Acceso Abierto (ALICIA).
La información contenida en este registro es de entera responsabilidad de la institución que gestiona el repositorio institucional donde esta contenido este documento o set de datos. El CONCYTEC no se hace responsable por los contenidos (publicaciones y/o datos) accesibles a través del Repositorio Nacional Digital de Ciencia, Tecnología e Innovación de Acceso Abierto (ALICIA).