Evaluación de la cedencia y la resistencia al corte en suelos provenientes de cenizas volcánicas con diferentes contenidos de alófana

ilustraciones, diagramas, fotografías, mapas

Autores:
Navarrete Redondo, Diego Nicolas
Tipo de recurso:
Fecha de publicación:
2024
Institución:
Universidad Nacional de Colombia
Repositorio:
Universidad Nacional de Colombia
Idioma:
spa
OAI Identifier:
oai:repositorio.unal.edu.co:unal/86267
Acceso en línea:
https://repositorio.unal.edu.co/handle/unal/86267
https://repositorio.unal.edu.co/
Palabra clave:
620 - Ingeniería y operaciones afines::624 - Ingeniería civil
Suelos derivados de cenizas volcánicas
Alófana
Comportamiento mecánico
Superficie de cedencia
CASM
CASM
Volcanic ash soils
Allophane
Mechanical behavior
Yield surface
Suelos volcánicos
Volcanic soils
Allofanita
Mecánica de suelos
allophane
soil mechanics
Rights
openAccess
License
Atribución-NoComercial 4.0 Internacional
id UNACIONAL2_b12e02ef4e8c083facbc8c167aaefab0
oai_identifier_str oai:repositorio.unal.edu.co:unal/86267
network_acronym_str UNACIONAL2
network_name_str Universidad Nacional de Colombia
repository_id_str
dc.title.spa.fl_str_mv Evaluación de la cedencia y la resistencia al corte en suelos provenientes de cenizas volcánicas con diferentes contenidos de alófana
dc.title.translated.eng.fl_str_mv Evaluation of yielding and shear strength of volcanic ash soils with different allophane contents
title Evaluación de la cedencia y la resistencia al corte en suelos provenientes de cenizas volcánicas con diferentes contenidos de alófana
spellingShingle Evaluación de la cedencia y la resistencia al corte en suelos provenientes de cenizas volcánicas con diferentes contenidos de alófana
620 - Ingeniería y operaciones afines::624 - Ingeniería civil
Suelos derivados de cenizas volcánicas
Alófana
Comportamiento mecánico
Superficie de cedencia
CASM
CASM
Volcanic ash soils
Allophane
Mechanical behavior
Yield surface
Suelos volcánicos
Volcanic soils
Allofanita
Mecánica de suelos
allophane
soil mechanics
title_short Evaluación de la cedencia y la resistencia al corte en suelos provenientes de cenizas volcánicas con diferentes contenidos de alófana
title_full Evaluación de la cedencia y la resistencia al corte en suelos provenientes de cenizas volcánicas con diferentes contenidos de alófana
title_fullStr Evaluación de la cedencia y la resistencia al corte en suelos provenientes de cenizas volcánicas con diferentes contenidos de alófana
title_full_unstemmed Evaluación de la cedencia y la resistencia al corte en suelos provenientes de cenizas volcánicas con diferentes contenidos de alófana
title_sort Evaluación de la cedencia y la resistencia al corte en suelos provenientes de cenizas volcánicas con diferentes contenidos de alófana
dc.creator.fl_str_mv Navarrete Redondo, Diego Nicolas
dc.contributor.advisor.spa.fl_str_mv Colmenares Montañez, Julio Esteban
dc.contributor.author.spa.fl_str_mv Navarrete Redondo, Diego Nicolas
dc.contributor.researchgroup.eng.fl_str_mv Geotechnical Engineering Knowledge and Innovation Genki
dc.subject.ddc.spa.fl_str_mv 620 - Ingeniería y operaciones afines::624 - Ingeniería civil
topic 620 - Ingeniería y operaciones afines::624 - Ingeniería civil
Suelos derivados de cenizas volcánicas
Alófana
Comportamiento mecánico
Superficie de cedencia
CASM
CASM
Volcanic ash soils
Allophane
Mechanical behavior
Yield surface
Suelos volcánicos
Volcanic soils
Allofanita
Mecánica de suelos
allophane
soil mechanics
dc.subject.proposal.spa.fl_str_mv Suelos derivados de cenizas volcánicas
Alófana
Comportamiento mecánico
Superficie de cedencia
CASM
dc.subject.proposal.eng.fl_str_mv CASM
Volcanic ash soils
Allophane
Mechanical behavior
Yield surface
dc.subject.unesco.spa.fl_str_mv Suelos volcánicos
dc.subject.unesco.eng.fl_str_mv Volcanic soils
dc.subject.wikidata.spa.fl_str_mv Allofanita
Mecánica de suelos
dc.subject.wikidata.eng.fl_str_mv allophane
soil mechanics
description ilustraciones, diagramas, fotografías, mapas
publishDate 2024
dc.date.accessioned.none.fl_str_mv 2024-06-19T01:34:31Z
dc.date.available.none.fl_str_mv 2024-06-19T01:34:31Z
dc.date.issued.none.fl_str_mv 2024-06
dc.type.spa.fl_str_mv Trabajo de grado - Maestría
dc.type.driver.spa.fl_str_mv info:eu-repo/semantics/masterThesis
dc.type.version.spa.fl_str_mv info:eu-repo/semantics/acceptedVersion
dc.type.content.spa.fl_str_mv Text
dc.type.redcol.spa.fl_str_mv http://purl.org/redcol/resource_type/TM
status_str acceptedVersion
dc.identifier.uri.none.fl_str_mv https://repositorio.unal.edu.co/handle/unal/86267
dc.identifier.instname.spa.fl_str_mv Universidad Nacional de Colombia
dc.identifier.reponame.spa.fl_str_mv Repositorio Institucional Universidad Nacional de Colombia
dc.identifier.repourl.spa.fl_str_mv https://repositorio.unal.edu.co/
url https://repositorio.unal.edu.co/handle/unal/86267
https://repositorio.unal.edu.co/
identifier_str_mv Universidad Nacional de Colombia
Repositorio Institucional Universidad Nacional de Colombia
dc.language.iso.spa.fl_str_mv spa
language spa
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spelling Atribución-NoComercial 4.0 Internacionalhttp://creativecommons.org/licenses/by-nc/4.0/info:eu-repo/semantics/openAccesshttp://purl.org/coar/access_right/c_abf2Colmenares Montañez, Julio Estebancc92ffe792a53c34a8258076fac18bbbNavarrete Redondo, Diego Nicolas282eb24651b69e42d9539ac9f621b0d9Geotechnical Engineering Knowledge and Innovation Genki2024-06-19T01:34:31Z2024-06-19T01:34:31Z2024-06https://repositorio.unal.edu.co/handle/unal/86267Universidad Nacional de ColombiaRepositorio Institucional Universidad Nacional de Colombiahttps://repositorio.unal.edu.co/ilustraciones, diagramas, fotografías, mapasLos depósitos de ceniza volcánica expuestos a las condiciones medioambientales atraviesan un proceso de meteorización química que lleva a la formación de minerales como la alófana, la imogolita y la haloisita; la presencia de estos minerales condiciona la fábrica, la estructura y el comportamiento mecánico de los suelos derivados de cenizas volcánicas. Con el fin de evaluar las características físicas, la composición, el comportamiento de la resistencia al corte y la cedencia de este tipo de materiales en condición inalterada, se tomaron muestras de suelo en el Municipio de Montenegro, Quindío. Se realizaron ensayos de caracterización química, se evaluaron sus propiedades índice y se efectuaron ensayos de compresión triaxial, consolidación unidimensional e isotrópica, con el fin de obtener los parámetros de resistencia y deformabilidad de los suelos derivados de ceniza volcánica objeto de estudio. A partir de los resultados obtenidos, se logró identificar la importancia y la influencia de la alófana en el comportamiento geomecánico de este tipo de suelos, analizando sus causas y posibles implicaciones en el desarrollo de la cedencia y la resistencia al corte. Posteriormente, se evaluó la capacidad de predecir la cedencia inicial de los materiales estudiados, mediante la implementación del criterio de falla Mohr Coulomb y de los modelos del estado crítico Cam-Clay (CC), Cam-Clay Modificado (MCC) y Clay and Sand Model (CASM), identificando que el modelo CASM logra estimar adecuadamente la superficie de decencia en el espacio p’-q. (Texto tomado de la fuente).Volcanic ash deposits exposed to environmental conditions undergo a chemical weathering process that leads to the formation of minerals such as allophane, imogolite and haloisite; the presence of those minerals condition the fabric, the structure, and the mechanical behavior of volcanic ash soils. In order to evaluate the physical characteristics, the soil composition, the shear strength behavior and the yielding of this type of material in unaltered condition, soil samples taken from Montenegro, Quindío. Chemical characterization tests were carried out, their index properties were evaluated and triaxial compression, one-dimensional and isotropic consolidation tests were performed, in order to obtain the strength and deformability parameters of the volcanic ash soils under study. From the results obtained, it was possible to identify the importance and influence of allophane in the geomechanical behavior of this type of soils, analyzing its causes and possible implications in the development of yielding and shear strength. Subsequently, the capability of predicting the initial yielding of the materials studied was evaluated by implementing the Mohr Coulomb failure criterion and the critical state models Cam-Clay (CC), Modified Cam-Clay (MCC) and Clay And Sand Model (CASM), identifying that the CASM model is able to adequately estimate the yield surface in the p'-q space.MaestríaMagíster en Ingeniería - GeotecniaInvestigación basica en suelos residuales y parcialmente saturadosxvii, 126 páginasapplication/pdfspaUniversidad Nacional de ColombiaBogotá - Ingeniería - Maestría en Ingeniería - GeotecniaFacultad de IngenieríaBogotá, ColombiaUniversidad Nacional de Colombia - Sede Bogotá620 - Ingeniería y operaciones afines::624 - Ingeniería civilSuelos derivados de cenizas volcánicasAlófanaComportamiento mecánicoSuperficie de cedenciaCASMCASMVolcanic ash soilsAllophaneMechanical behaviorYield surfaceSuelos volcánicosVolcanic soilsAllofanitaMecánica de suelosallophanesoil mechanicsEvaluación de la cedencia y la resistencia al corte en suelos provenientes de cenizas volcánicas con diferentes contenidos de alófanaEvaluation of yielding and shear strength of volcanic ash soils with different allophane contentsTrabajo de grado - Maestríainfo:eu-repo/semantics/masterThesisinfo:eu-repo/semantics/acceptedVersionTexthttp://purl.org/redcol/resource_type/TMAllbrook, R. F. (1985). The effect of allophane on soil properties. Applied Clay Science, 1(1–2), 65–69. https://doi.org/10.1016/0169-1317(85)90562-9ASTM International. (1998). Wet Preparation of Soil Samples for Particle-Size Analysis and Determination of Soil Constants, ASTM D2217.ASTM International. (2002). Standard Test Methods for Specific Gravity of Soil Solids by the Water Displacement Method, ASTM D854.ASTM International. (2011). Standard Test Method for Consolidated Undrained Triaxial Compression Test for Cohesive Soils, ASTM D4767-11.ASTM International. (2018). Standard Test Methods for Liquid Limit, Plastic Limit, and Plasticity Index of Soils, ASTM D4318-17.ASTM International. (2019). Standard Test Methods for Laboratory Determination of Water (Moisture) Content of Soil and Rock by Mass, ASTM D2216-19 (ASTM D2216-19).ASTM International. (2020). Standard Test Method for Consolidated Drained Triaxial Compression Test for Soils, ASTM D7181-20.ASTM International. (2021). 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Springer Science.EstudiantesInvestigadoresPúblico generalLICENSElicense.txtlicense.txttext/plain; charset=utf-85879https://repositorio.unal.edu.co/bitstream/unal/86267/1/license.txteb34b1cf90b7e1103fc9dfd26be24b4aMD51ORIGINAL1000950270.2024.pdf1000950270.2024.pdfTesis de Maestría en Ingeniería - Geotecniaapplication/pdf9023213https://repositorio.unal.edu.co/bitstream/unal/86267/2/1000950270.2024.pdf0853e01ba2e4306cad62580ae6ca937cMD52THUMBNAIL1000950270.2024.pdf.jpg1000950270.2024.pdf.jpgGenerated Thumbnailimage/jpeg5580https://repositorio.unal.edu.co/bitstream/unal/86267/3/1000950270.2024.pdf.jpgd687f47da9a00ed5191385c6b39cb581MD53unal/86267oai:repositorio.unal.edu.co:unal/862672024-06-18 23:04:46.33Repositorio Institucional Universidad Nacional de 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