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Propuesta metodológica para la caracterización geotécnica de un suelo tropical derivado de rocas volcánicas
dc.contributor.author | Aparicio Ortubé, Alan Jaret | spa |
dc.contributor.author | Camelo Espinosa, Lizeth Viviana | spa |
dc.contributor.author | Henao Yepes, Carlos Mario | spa |
dc.contributor.author | Fresneda Saldarriaga, César Alejandro | spa |
dc.contributor.author | Carolina, Eileen | spa |
dc.contributor.author | Sierra Hernández, María Camila | spa |
dc.contributor.author | Vanegas Chaverra, Eduard Danilo | spa |
dc.contributor.author | Valencia González, Yamile | spa |
dc.date.accessioned | 2020-01-14T19:23:06Z | |
dc.date.available | 2020-01-14T19:23:06Z | |
dc.date.issued | 2019-10-08 | |
dc.identifier.citation | A. J. Aparicio-Ortube, L. Camelo; C. M. Henao-Yepes, et al.,“Propuesta metodológica para la caracterización geotécnica de un suelo tropical derivado de rocas volcánicas”, INGE CUC, vol. 15, no. 2, pp. 56-65, 2019. DOI: http://doi.org/10.17981/ingecuc.15.2.2019.06 | spa |
dc.identifier.uri | http://hdl.handle.net/11323/5813 | spa |
dc.description.abstract | Introduction− Soils found in tropical zones, as they are subject to factors that favour the chemical meteorisation process, tend to have particular geotechnical properties as opposed to those found in temperate zones. Fundamental aspects such as the degree of meteorization and genesis of the material, which tend to influence soil properties, are not taken into account by the methodologies intended to study the characteristics of these soils. Consequently, they are insufficient, requiring complementary procedures for an adequate description of the geotechnical characteristics of the material. Objective− To propose a methodology for the characterization of a tropical soil derived from volcanic rocks. This is an attempt to adequately describe this type of soil and extrapolate it to soils of tropical regions derived from different rocks. For this purpose, a tropical soil located on a slope southwest of the municipality of Caldas in Antioquia (Colombia) was taken as a case study. Methodology− An experimental program was developed to evaluate the physical, chemical, mineralogical and hydro-mechanical properties of the material in the study area. Results− It was found that the relationship between the degree of weathering and the genesis of the material have an influence on the geotechnical properties evaluated. Conclusions− With this methodological proposal it was possible to evaluate important aspects such as the degree of meteorization and genesis of the material, obtaining not only basic geotechnical parameters for the analysis, design and execution of civil projects but also a better description of the material. | eng |
dc.description.abstract | Introducción− Los suelos que se encuentran en zonas tropicales, al estar sometidos a factores que favorecen el proceso de meteorización química, tienden a presentar propiedades geotécnicas particulares frente a los encontrados en zonas templadas. Aspectos primordiales como el grado de meteorización y génesis del material, que tienden a influenciar las propiedades del suelo, no son tomados en cuenta por las metodologías que pretenden estudiar las características de dichos suelos. En consecuencia, son insuficientes, requiriéndose de procedimientos complementarios para una adecuada descripción de las características geotécnicas del material. Objetivo− Proponer una metodología para la caracterización de un suelo tropical derivado de rocas volcánicas. Esto como un intento para tratar de describir adecuadamente este tipo de suelos y poder extrapolarlo a suelos de regiones tropicales derivados de diferentes rocas. Para tal efecto, se tomó como caso de estudio un suelo tropical situado en un talud al suroccidente del municipio de Caldas en Antioquia (Colombia). Metodología− Se desarrolló un programa experimental para evaluar las propiedades físicas, químicas, mineralógicas e hidro-mecánicas del material de la zona de estudio. Resultados− Se encontró que la relación entre el grado de meteorización y génesis del material tienen una influencia en las propiedades geotécnicas evaluadas. Conclusiones− Con esta propuesta metodológica se pudo evaluar aspectos importantes como el grado de meteorización y génesis del material, llegándose a obtener no sólo parámetros geotécnicos básicos para el análisis, diseño y ejecución de proyectos civiles sino también una mejor descripción del material. | spa |
dc.format.extent | 10 páginas | spa |
dc.format.mimetype | application/pdf | spa |
dc.language.iso | spa | |
dc.publisher | Corporación Universidad de la Costa | spa |
dc.relation.ispartofseries | INGE CUC; Vol. 15, Núm. 2 (2019) | spa |
dc.rights | CC0 1.0 Universal | spa |
dc.rights.uri | http://creativecommons.org/publicdomain/zero/1.0/ | spa |
dc.source | INGE CUC | spa |
dc.title | Propuesta metodológica para la caracterización geotécnica de un suelo tropical derivado de rocas volcánicas | spa |
dc.type | Artículo de revista | spa |
dc.identifier.url | https://doi.org/10.17981/ingecuc.15.2.2019.06 | spa |
dc.source.url | https://revistascientificas.cuc.edu.co/ingecuc/article/view/1948 | spa |
dc.rights.accessrights | info:eu-repo/semantics/openAccess | spa |
dc.identifier.doi | 10.17981/ingecuc.15.2.2019.06 | spa |
dc.identifier.eissn | 2382-4700 | spa |
dc.identifier.instname | Corporación Universidad de la Costa | spa |
dc.identifier.pissn | 0122-6517 | spa |
dc.identifier.reponame | REDICUC - Repositorio CUC | spa |
dc.identifier.repourl | https://repositorio.cuc.edu.co/ | spa |
dc.relation.ispartofjournal | INGE CUC | spa |
dc.relation.ispartofjournal | INGE CUC | spa |
dc.relation.references | [1] C. D. Ollier, Weathering. London: Longman, 1984. | spa |
dc.relation.references | [2] D. G. Moye, “Engineering geology for the Snowy Mountain scheme,” J. Inst. Eng. Aust., no. 27, pp. 287–298, Aug. 1955. | spa |
dc.relation.references | [3] B. P. Ruxton and l. Berry, “Weathering of granite and associated erosional features in Hong Kong,” Bull. Geol. Soc. Am., vol. 68, no. 10, pp. 1263–1292, Oct. 1957. https://doi.org/10.1130/0016-7606(1957)68[1263:WOGA AE]2.0.CO;2 | spa |
dc.relation.references | [4] A. L. Little, “the engineering classification of residual tropical soils,” presented at the 7th International Conference of Soil Mechanics and Foundation Engineering, México D.F., México, 1969, pp. 1–10. | spa |
dc.relation.references | [5] D. U. Deere and F. D. Patton, “Slope stability in residual soils,” presented at the Fourth Pan American Conference on Soil Mechanics and Foundation Engineering, New York, NY, USA, 1971, pp. 87–170. | spa |
dc.relation.references | [6] J. S. Nogami and D. F. Villibor, “uma nova classificação de solos para finalidades rodoviárias,” apresentado no Simpósio Brasileiro de Solos Tropicais em Engenharia, Brasil, Set. 21–23, 1981, pp. 30–41. | spa |
dc.relation.references | [7] J. Camapum, “étude du comportament mécanique d’une marne compactée,” Tese de doutorado, Institut National des Sciences Appliquées de Toulose, Toulouse, Franca, 1985. | spa |
dc.relation.references | [8] F. A. M. Marinho, “A técnica do papel filtro para a medição da sucção,” apresentado no Anais do encontro de solos não saturados, Porto Alegre, Rs, Brasil, 1995, pp. 112–125. | spa |
dc.relation.references | [9] J. E. Jennings and K. Knight, “A guide to construction on or with materials exhibiting additional settlement due to collapse of grain structure,” presented at the 6th Regional Conference for Africa on Soil Mechanics and Foundation Engineering, Durban, South Africa, 1975, pp. 99–105. | spa |
dc.relation.references | [10] “SIAC, Sistema de Información Ambiental Colombia,” República de Colombia, Minambiente, 2017. [Online]. Available: http://www.siac.gov.co/geovisorconsultas | spa |
dc.relation.references | [11] “Geoportal Instituto Geográfico Agustín Codazzi,” IGAC, 2017. [Online]. Available: https://geoportal.igac. gov.co/ | spa |
dc.relation.references | [12] Integral S.A, Universidad EAFIT, Universidad Nacional de Colombia, Inteinsa S.A & Solingral S.A, “Microzonificación sísmica detallada de los municipios de Barbosa, Girardota, Copacabana, Sabaneta, La Estrella, Caldas y envigado,” Medellín, Colombia: Consorcio Microzonificación, 2006. http://hdl.handle.net/20.500.11762/19862 | spa |
dc.relation.references | [13] G. Rodríguez and l. M. Cetina, “Caracterización petrográfica y química de rocas de corteza oceánica del Complejo Quebradagrande y comparación con rocas de la Unidad Diabasas de San José de Urama,” Boletín Geol., vol. 38, no. 3, pp. 15–29, Jul. 2016. https://doi.org/10.18273/ revbol.v38n3-2016001 | spa |
dc.relation.references | [14] ASTM: D2216-10, “Standard test methods for laboratory determination of water (moisture) content of soil and rock by mass,” ASTM International, West Conshohocken, PA, 2010. https://doi.org/10.1520/D2216-10 | spa |
dc.relation.references | [15] ASTM: D854-14, “standard test methods for specific gravity of soil solids by water pycnometer,” ASTM International, West Conshohocken, PA, 2014. https://doi. org/10.1520/D0854-14 | spa |
dc.relation.references | [16] ASTM: D4318-10, “Standard test methods for liquid limit, plastic limit, and plasticity index of soils,” ASTM International, West Conshohocken, PA, 2010. https://doi. org/10.1520/D4318-10 | spa |
dc.relation.references | [17] ASTM: D6913-17, “Standard test methods for particle-size distribution (gradation) of soils using sieve analaysis,” ASTM International, West Conshohocken, 2017. https:// doi.org/10.1520/D6913_D6913M-17 | spa |
dc.relation.references | [18] ASTM: D7928-17, “Standard test method for particlesize distribution (gradation) of fine-grained soils using the sedimentation (hydrometer) analysis,” ASTM International, West Conshohocken, PA, 2017. https://doi. org/10.1520/D7928-17 | spa |
dc.relation.references | [19] ABNT: NBR13602-96, “Avaliação da dispersibilidade de solos argilosos pelo ensaio sedimentométrico comparativo,” ABNT - Associação Brasileira de normas técnicas, Rio de Janeiro, 1996. | spa |
dc.relation.references | [20] J. S. Nogami and D. F. Villibor, Pavimentação de baixo custo com solos lateríticos. são Paulo, Brasil: vilibor, 1995. | spa |
dc.relation.references | [21] M. Lima, “degradação fisico-química e mineralógica de maciços junto às voçorocas,” Tese Doutorado em Geotecnia, Fac. de Tecnol. Dept. de Eng. Civ. e Amb., Universidade de Brasilia, Brasília, 2003. | spa |
dc.relation.references | [22] ASTM: D3080/D3080M-11, “Standard test method for direct shear test of soils under consolidated drained conditions,” ASTM International, West Conshohocken, PA, 2011. https://doi.org/10.1520/D3080_D3080M-11 | spa |
dc.relation.references | [23] ASTM: D5298-16, “Standard test method for measurement of soil potential (suction) using filter paper,” ASTM International, West Conshohocken, PA, 2016. https://doi. org/10.1520/D5298-16 | spa |
dc.relation.references | [24] ASTM: D2435/D2435M-11, “Standard test methods for one-dimensional consolidation properties of soils using incremental loading,” ASTM International, West Conshohocken, PA, 2011. https://doi.org/10.1520/D2435_ D2435M-11 | spa |
dc.relation.references | [25] ASTM: D4647/D4647M-13, “Standard test methods for identification and classification of dispersive clay soils by the pinhole test,” ASTM International, West Conshohocken, PA, 2013. https://doi.org/10.1520/D4647_D4647M-13 | spa |
dc.relation.references | [26] E. J. Conrado, J. Camapum de Carvalho, F. Bueno da Fonseca, R. M. Macedo, R. Cabral and M. lima, Processos erosivos no centro-oeste brasileiro, FINATEC. Brasília, 2006. | spa |
dc.relation.references | [27] ASTM: D2487-17, “standard practice for classification of soils for engineering purposes (unified soil Classification System),” ASTM International, West Conshohocken, PA, 2017. https://doi.org/10.1520/D2487-17 | spa |
dc.relation.references | [28] R. d. Holtz, W. d. Kovacs and t. C. sheahan, An introduction to geotechnical engineering. Boston, USA: Pearson Education Inc., 2011. | spa |
dc.relation.references | [29] M. S. Araki, “Aspectos relativos às propriedades dos solos porosos colapsíveis do Distrito Federal,” Dissertação de Mestrado, Dept. de Eng. Civ. e Amb., Universidade de Brasília, Brasília, Brasíl, 1997. | spa |
dc.subject.proposal | Suelo tropical | |
dc.subject.proposal | Roca volcánica | spa |
dc.subject.proposal | Caracterización geotécnica | spa |
dc.subject.proposal | Tropical soil | eng |
dc.subject.proposal | Volcanic rock | eng |
dc.subject.proposal | Geotechnical characterization | eng |
dc.title.translated | Methodological proposal for the geotechnical characterization of a tropical soil derived from volcanic rocks | eng |
dc.type.coar | http://purl.org/coar/resource_type/c_6501 | spa |
dc.type.content | Text | spa |
dc.type.driver | info:eu-repo/semantics/article | spa |
dc.type.redcol | http://purl.org/redcol/resource_type/ART | spa |
dc.type.version | info:eu-repo/semantics/acceptedVersion | spa |
dc.relation.citationendpage | 65 | |
dc.relation.citationstartpage | 56 | |
dc.relation.citationissue | 2 | spa |
dc.relation.citationvolume | 15 | spa |
dc.type.coarversion | http://purl.org/coar/version/c_ab4af688f83e57aa | spa |
dc.rights.coar | http://purl.org/coar/access_right/c_abf2 | spa |
dc.relation.ispartofjournalabbrev | INGE CUC | spa |
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