Evaluación de suelos dispersivos mediante el penetrómetro de cono de caída automático (FALL-CONE TEST)

Trabajo de investigación

Autores:: Molina-Bello, Vivian Marcela Alejandra

Tipo de recurso:: Trabajo de grado de pregrado

Fecha de publicación:: 2022

Institución:: Universidad Católica de Colombia

Repositorio:: RIUCaC - Repositorio U. Católica

Idioma:: spa

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dc.title.none.fl_str_mv	Evaluación de suelos dispersivos mediante el penetrómetro de cono de caída automático (FALL-CONE TEST)
title	Evaluación de suelos dispersivos mediante el penetrómetro de cono de caída automático (FALL-CONE TEST)
spellingShingle	Evaluación de suelos dispersivos mediante el penetrómetro de cono de caída automático (FALL-CONE TEST) Suelos-Análisis Suelos arcillosos Erosión de suelos 620 - Ingeniería y operaciones afines::624 - Ingeniería civil Suelos dispersivos Penetrómetro de cono de caída automático FALL CONE – TEST
title_short	Evaluación de suelos dispersivos mediante el penetrómetro de cono de caída automático (FALL-CONE TEST)
title_full	Evaluación de suelos dispersivos mediante el penetrómetro de cono de caída automático (FALL-CONE TEST)
title_fullStr	Evaluación de suelos dispersivos mediante el penetrómetro de cono de caída automático (FALL-CONE TEST)
title_full_unstemmed	Evaluación de suelos dispersivos mediante el penetrómetro de cono de caída automático (FALL-CONE TEST)
title_sort	Evaluación de suelos dispersivos mediante el penetrómetro de cono de caída automático (FALL-CONE TEST)
dc.creator.fl_str_mv	Molina-Bello, Vivian Marcela Alejandra
dc.contributor.advisor.none.fl_str_mv	Ruge-Cárdenas, Juan Carlos
dc.contributor.author.none.fl_str_mv	Molina-Bello, Vivian Marcela Alejandra
dc.subject.armarc.none.fl_str_mv	Suelos-Análisis Suelos arcillosos Erosión de suelos
topic	Suelos-Análisis Suelos arcillosos Erosión de suelos 620 - Ingeniería y operaciones afines::624 - Ingeniería civil Suelos dispersivos Penetrómetro de cono de caída automático FALL CONE – TEST
dc.subject.ddc.none.fl_str_mv	620 - Ingeniería y operaciones afines::624 - Ingeniería civil
dc.subject.proposal.none.fl_str_mv	Suelos dispersivos Penetrómetro de cono de caída automático FALL CONE – TEST
description	Trabajo de investigación
publishDate	2022
dc.date.issued.none.fl_str_mv	2022
dc.date.accessioned.none.fl_str_mv	2024-06-05T14:03:51Z
dc.date.available.none.fl_str_mv	2024-06-05T14:03:51Z
dc.type.none.fl_str_mv	Trabajo de grado - Pregrado
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dc.type.content.none.fl_str_mv	Text
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dc.identifier.citation.none.fl_str_mv	Molina-Bello, V. M. A. (2022). Evaluación de suelos dispersivos mediante el penetrómetro de cono de caída automático (FALL-CONE TEST). Trabajo de Grado. Universidad Católica de Colombia. Facultad de Ingeniería. Programa de Ingeniería Civil. Bogotá, Colombia.
dc.identifier.uri.none.fl_str_mv	https://hdl.handle.net/10983/31171
identifier_str_mv	Molina-Bello, V. M. A. (2022). Evaluación de suelos dispersivos mediante el penetrómetro de cono de caída automático (FALL-CONE TEST). Trabajo de Grado. Universidad Católica de Colombia. Facultad de Ingeniería. Programa de Ingeniería Civil. Bogotá, Colombia.
url	https://hdl.handle.net/10983/31171
dc.language.iso.none.fl_str_mv	spa
language	spa
dc.relation.references.none.fl_str_mv	Bhuvaneshwari, S., Soundra, B., Robinson, R. G., & Gandhi, S. R. (2007, August). Stabilization and microstructural modification of dispersive clayey soils. In 1st International Conference on Soil and Rock Engineering, Srilankan Geotechnical Society, Columbo, Srilanka (pp. 1-7). Bonelli, S., & Brivois, O. (2008). The scaling law in the hole erosion test with a constant pressure drop. International Journal for Nu-merical and Analytical Methods in Geomechanics, 32(13), 1573–1595. Consoli, N. C., Samaniego, R. A. Q., & Villalba, N. M. K. (2016). Durability, strength, and stiffness of dispersive clay–lime blends. Journal of Materials in Civil Engineering, 28(11), 04016124. Coumoulos, D. G. (1977). Experience with studies of clay erodibility in Greece. In Dispersive Clays, Related Piping, and Erosion in Geotechnical Projects. ASTM International. Crouch, R. J. (1977). Tunnel-gully erosion and urban development: a case study. In Dispersive Clays, Related Piping, and Erosion in Geotechnical Projects. ASTM International. Decker, R. S., & Dunnigan, L. P. (1977). Development and use of the soil conservation service dispersion test. In Dispersive Clays, Re-lated Piping, and Erosion in Geotechnical Projects. ASTM Inter-national. Emerson, W. W. (1967). A classification of soil aggregates based on their coherence in water. Soil Research, 5(1), 47-57. Fell, R., & Wan, C. F. (2002). Investigation of internal erosion and piping of soils in embankment dams by the slot erosion test and the hole erosion test-interpretative report. Fernando, J. (2010). Effect of water quality on the dispersive charac-teristics of soils found in the morwell area, Victoria, Australia. Geotechnical and Geological Engineering, 28(6), 835-850. Gerber, A. & Harmse, H.J. von M. (1987). Proposed procedure for identification of dispersive soils by chemical testing. The Civil Engineer in South Africa, Vol. 29 pp.397-399. Glassey, P.J., 1986. Geotechnical properties of lime stabilized loess, Porth Hills, Canterbury. Unpub. M.Sc (Eng. Geol) Thesis. Uni-versity of Canterbury, Christchurch. Haghighi, I., Martin, T., Reiffsteck, P., Duc, M., Szymkiewicz, F., & Chevalier, C. (2020). An automated crumb test procedure to esti-mate the soil disaggregation properties in contact with water. Eu-ropean Journal of Environmental and Civil Engineering, 1-16. Hanson, G. J., & Cook, K. R. (2004). Apparatus, test procedures, and analytical methods to measure soil erodibility in situ. Applied en-gineering in agriculture, 20(4), 455. Henghui, F., Peng, L, Juanli J. (2004). On the dispersive clay and Identification[J]. Water Resources Construction & Engineering, (2): 34-38, 59. Holmgren, G. G. S., & Flanagan, C. P. (1977). Factors affecting spon-taneous dispersion of soil materials as evidenced by the crumb test. In Dispersive clays, related piping, and erosion in geotech-nical projects. ASTM International. Jermy, C.A., Walker, D.J.H., 1999. Assessing the dispersivity of soils. In: Wardle, G.R., Blight, G.E., Fourie, A.B. (Eds.), Ge-otechnics for Developing Africa. Balkema, Rotterdam, pp. 347–352. Kakuturu, S.P., 2003, “Modeling and Experimental Investigations of Self-healing or Progressive Erosion of Earth Dams”, Ph.D. Dis-sertation, Kansas State University, Manhattan, KS, pp. 75-166. Kandiah A, Arulanandan K (1974) Erosion of cohesive soils. Trans-portation Research Board, No. 497, pp 60–68. Karamigolbaghi, M., & Bennett, S. (2017). Critical assessment of jet erosion test methodologies for cohesive soil and sediment Radio-nuclide concentration pattern predictions based on the topograph-ic factors and soil properties View project. Elsevier. Khairnar, K., & Deore, E. R. (2019). Modification of Jet Erosion Test Rig to Erosion Test Due to Solid-Liquid Mixture. Vol. 8 Issue 12. Lashkaripour GR, Khamehchiyan M, Soloki HR, Rahimi E (2006) The characteristics of dispersive soils in Sistan plain, eastern Iran. J Appl Geol 3(1):75–80. Lüthi, M. (2011). A modified hole erosion test (het-p) to study ero-sion characteristics of soil (Doctoral dissertation, University of British Columbia). Luthi, M., Millar, R. G., & Fannin, R. J. (2011). Pitot-static Tubes for Velocity and Pressure Measurement in Hole Erosion Test (HET). In Proceedings of the 34th World Congress of the International Association for Hydro-Environment Research and Engineering: 33rd Hydrology and Water Resources Symposium and 10th Con-ference on Hydraulics in Water Engineering (p. 3613). Engineers Australia. Maharaj, A., & Paige-Green, P. (2013, September). The SCS double hydrometer test in dispersive soil identification. In The 18th In-ternational Conference on Soil Mechanics and Geotechnical Engi-neering, Paris, France (pp. 2-6). Marot, D., Regazzoni, P.-L., & Wahl, T. (2011). Energy-Based Meth-od for Providing Soil Surface Erodibility Rankings. Journal of Geotechnical and Geoenvironmental Engineering, 137(12), 1290–1293. Nadal-Romero, E., Verachtert, E., Maes, R., & Poesen, J. (2011). Quantitative assessment of the piping erosion susceptibility of lo-ess-derived soil horizons using the pinhole test. Geomorphology, 135(1-2), 66-79. Navarro, V., Asensio, L., Yustres, Á., De la Morena, G., & Pintado, X. (2016). Swelling and mechanical erosion of MX-80 bentonite: Pinhole test simulation. Engineering Geology, 202, 99-113. Ouhadi, V. R., & Goodarzi, A. R. (2006). Assessment of the stability of a dispersive soil treated by alum. Engineering geology, 85(1-2), 91-101. Paige-Green, P. (2008). Dispersive and erodible soils-Fundamental differences. Parameswaran, T. G., & Sivapullaiah, P. V. (2017). Influence of sodium and lithium monovalent cations on dispersivity of clay soil. Journal of Materials in Civil Engineering, 29(7), 04017042. M.A. Llano-Serna, M.M. Farias, D.M. Pedroso, D.J. Williams, D. Sheng, Considerations on the experimental calibration of the fall cone test, Geotech. Test. J. 41 (6) (2018) 1131–1138, https://doi.org/10.1520/GTJ20170205 J.C. Ruge, F. Molina-Gómez, E. Martínez-Rojas, L. A. Bulla-Cruz, J. Camacho-Tauta, Measuring the liquid limit of soils using different fall-cone apparatuses: A statistical analysis. Measurement Volume 152, February 2020, 107352 British Standards Institution, British Standard (BS) 1377: Methods of Test for Soils for Civil Engineering Purpose, 1990. Normas y especificaciones técnicas INVIAS: Determinación del límite líquido de los suelos (INV E – 125 -13) Bogotá, 2012. Normas y especificaciones técnicas INVIAS: Determinación de los tamaños de las partículas de los suelos (INV E – 123 -13) Bogotá, 2012. Normas y especificaciones técnicas INVIAS: Límite plástico e índice de plasticidad de los suelos (INV E – 126 -13) Bogotá, 2012
dc.rights.none.fl_str_mv	Derechos Reservados - Universidad Católica de Colombia, 2022
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dc.format.extent.none.fl_str_mv	36 páginas
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dc.publisher.none.fl_str_mv	Universidad Católica de Colombia
dc.publisher.faculty.none.fl_str_mv	Facultad de Ingenierías
dc.publisher.place.none.fl_str_mv	Bogotá
dc.publisher.program.none.fl_str_mv	Ingeniería Civil
publisher.none.fl_str_mv	Universidad Católica de Colombia
institution	Universidad Católica de Colombia
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spelling	Ruge-Cárdenas, Juan Carlosvirtual::3382-1Molina-Bello, Vivian Marcela Alejandrad5439c5a-0a2c-461e-8588-ee6f0a801f71-12024-06-05T14:03:51Z2024-06-05T14:03:51Z2022Trabajo de investigaciónSe desarrollaron cuatro ensayos de Penetrómetro de cono de caída donde se sometieron varias muestras de caolín a diferentes porcentajes de hexametafosfato de sodio con el fin de caracterizar el material simulando un grado de dispersión del suelo con cada muestra. (Tomado de la fuente).PregradoIngeniero CivilINTRODUCCIÓN 1. ANTECEDENTES Y JUSTIFICACIÓN 2. PLANTEAMIENTO DEL PROBLEMA 3. OBJETIVOS 4. ALCANCES Y LIMITACIONES 5. MARCO TEÓRICO 6. MARCO CONCEPTUAL 7. METODOLOGÍA 8. ENSAYOS DE LABORATORIO 9. CONCLUSIONES BIBLIOGRAFÍA ANEXOS36 páginasapplication/pdfMolina-Bello, V. M. A. (2022). Evaluación de suelos dispersivos mediante el penetrómetro de cono de caída automático (FALL-CONE TEST). Trabajo de Grado. Universidad Católica de Colombia. Facultad de Ingeniería. Programa de Ingeniería Civil. Bogotá, Colombia.https://hdl.handle.net/10983/31171spaUniversidad Católica de ColombiaFacultad de IngenieríasBogotáIngeniería CivilBhuvaneshwari, S., Soundra, B., Robinson, R. G., & Gandhi, S. R. (2007, August). Stabilization and microstructural modification of dispersive clayey soils. In 1st International Conference on Soil and Rock Engineering, Srilankan Geotechnical Society, Columbo, Srilanka (pp. 1-7).Bonelli, S., & Brivois, O. (2008). The scaling law in the hole erosion test with a constant pressure drop. International Journal for Nu-merical and Analytical Methods in Geomechanics, 32(13), 1573–1595.Consoli, N. C., Samaniego, R. A. Q., & Villalba, N. M. K. (2016). Durability, strength, and stiffness of dispersive clay–lime blends. Journal of Materials in Civil Engineering, 28(11), 04016124.Coumoulos, D. G. (1977). Experience with studies of clay erodibility in Greece. In Dispersive Clays, Related Piping, and Erosion in Geotechnical Projects. ASTM International.Crouch, R. J. (1977). Tunnel-gully erosion and urban development: a case study. In Dispersive Clays, Related Piping, and Erosion in Geotechnical Projects. ASTM International.Decker, R. S., & Dunnigan, L. P. (1977). Development and use of the soil conservation service dispersion test. In Dispersive Clays, Re-lated Piping, and Erosion in Geotechnical Projects. ASTM Inter-national.Emerson, W. W. (1967). A classification of soil aggregates based on their coherence in water. Soil Research, 5(1), 47-57.Fell, R., & Wan, C. F. (2002). Investigation of internal erosion and piping of soils in embankment dams by the slot erosion test and the hole erosion test-interpretative report.Fernando, J. (2010). Effect of water quality on the dispersive charac-teristics of soils found in the morwell area, Victoria, Australia. Geotechnical and Geological Engineering, 28(6), 835-850.Gerber, A. & Harmse, H.J. von M. (1987). Proposed procedure for identification of dispersive soils by chemical testing. The Civil Engineer in South Africa, Vol. 29 pp.397-399.Glassey, P.J., 1986. Geotechnical properties of lime stabilized loess, Porth Hills, Canterbury. Unpub. M.Sc (Eng. Geol) Thesis. Uni-versity of Canterbury, Christchurch.Haghighi, I., Martin, T., Reiffsteck, P., Duc, M., Szymkiewicz, F., & Chevalier, C. (2020). An automated crumb test procedure to esti-mate the soil disaggregation properties in contact with water. Eu-ropean Journal of Environmental and Civil Engineering, 1-16.Hanson, G. J., & Cook, K. R. (2004). Apparatus, test procedures, and analytical methods to measure soil erodibility in situ. Applied en-gineering in agriculture, 20(4), 455.Henghui, F., Peng, L, Juanli J. (2004). On the dispersive clay and Identification[J]. Water Resources Construction & Engineering, (2): 34-38, 59.Holmgren, G. G. S., & Flanagan, C. P. (1977). Factors affecting spon-taneous dispersion of soil materials as evidenced by the crumb test. In Dispersive clays, related piping, and erosion in geotech-nical projects. ASTM International.Jermy, C.A., Walker, D.J.H., 1999. Assessing the dispersivity of soils. In: Wardle, G.R., Blight, G.E., Fourie, A.B. (Eds.), Ge-otechnics for Developing Africa. Balkema, Rotterdam, pp. 347–352.Kakuturu, S.P., 2003, “Modeling and Experimental Investigations of Self-healing or Progressive Erosion of Earth Dams”, Ph.D. Dis-sertation, Kansas State University, Manhattan, KS, pp. 75-166.Kandiah A, Arulanandan K (1974) Erosion of cohesive soils. Trans-portation Research Board, No. 497, pp 60–68.Karamigolbaghi, M., & Bennett, S. (2017). Critical assessment of jet erosion test methodologies for cohesive soil and sediment Radio-nuclide concentration pattern predictions based on the topograph-ic factors and soil properties View project. Elsevier.Khairnar, K., & Deore, E. R. (2019). Modification of Jet Erosion Test Rig to Erosion Test Due to Solid-Liquid Mixture. Vol. 8 Issue 12.Lashkaripour GR, Khamehchiyan M, Soloki HR, Rahimi E (2006) The characteristics of dispersive soils in Sistan plain, eastern Iran. J Appl Geol 3(1):75–80.Lüthi, M. (2011). A modified hole erosion test (het-p) to study ero-sion characteristics of soil (Doctoral dissertation, University of British Columbia).Luthi, M., Millar, R. G., & Fannin, R. J. (2011). Pitot-static Tubes for Velocity and Pressure Measurement in Hole Erosion Test (HET). In Proceedings of the 34th World Congress of the International Association for Hydro-Environment Research and Engineering: 33rd Hydrology and Water Resources Symposium and 10th Con-ference on Hydraulics in Water Engineering (p. 3613). Engineers Australia.Maharaj, A., & Paige-Green, P. (2013, September). The SCS double hydrometer test in dispersive soil identification. In The 18th In-ternational Conference on Soil Mechanics and Geotechnical Engi-neering, Paris, France (pp. 2-6).Marot, D., Regazzoni, P.-L., & Wahl, T. (2011). Energy-Based Meth-od for Providing Soil Surface Erodibility Rankings. Journal of Geotechnical and Geoenvironmental Engineering, 137(12), 1290–1293.Nadal-Romero, E., Verachtert, E., Maes, R., & Poesen, J. (2011). Quantitative assessment of the piping erosion susceptibility of lo-ess-derived soil horizons using the pinhole test. Geomorphology, 135(1-2), 66-79.Navarro, V., Asensio, L., Yustres, Á., De la Morena, G., & Pintado, X. (2016). Swelling and mechanical erosion of MX-80 bentonite: Pinhole test simulation. Engineering Geology, 202, 99-113.Ouhadi, V. R., & Goodarzi, A. R. (2006). Assessment of the stability of a dispersive soil treated by alum. Engineering geology, 85(1-2), 91-101.Paige-Green, P. (2008). Dispersive and erodible soils-Fundamental differences.Parameswaran, T. G., & Sivapullaiah, P. V. (2017). Influence of sodium and lithium monovalent cations on dispersivity of clay soil. Journal of Materials in Civil Engineering, 29(7), 04017042.M.A. Llano-Serna, M.M. Farias, D.M. Pedroso, D.J. Williams, D. Sheng, Considerations on the experimental calibration of the fall cone test, Geotech. Test. J. 41 (6) (2018) 1131–1138, https://doi.org/10.1520/GTJ20170205J.C. Ruge, F. Molina-Gómez, E. Martínez-Rojas, L. A. Bulla-Cruz, J. Camacho-Tauta, Measuring the liquid limit of soils using different fall-cone apparatuses: A statistical analysis. Measurement Volume 152, February 2020, 107352British Standards Institution, British Standard (BS) 1377: Methods of Test for Soils for Civil Engineering Purpose, 1990.Normas y especificaciones técnicas INVIAS: Determinación del límite líquido de los suelos (INV E – 125 -13) Bogotá, 2012.Normas y especificaciones técnicas INVIAS: Determinación de los tamaños de las partículas de los suelos (INV E – 123 -13) Bogotá, 2012.Normas y especificaciones técnicas INVIAS: Límite plástico e índice de plasticidad de los suelos (INV E – 126 -13) Bogotá, 2012Derechos Reservados - Universidad Católica de Colombia, 2022info:eu-repo/semantics/openAccesshttp://purl.org/coar/access_right/c_abf2Atribución-NoComercial 4.0 Internacional (CC BY-NC 4.0)https://creativecommons.org/licenses/by-nc/4.0/Suelos-AnálisisSuelos arcillososErosión de suelos620 - Ingeniería y operaciones afines::624 - Ingeniería civilSuelos dispersivosPenetrómetro de cono de caída automáticoFALL CONE – TESTEvaluación de suelos dispersivos mediante el penetrómetro de cono de caída automático (FALL-CONE TEST)Trabajo de grado - Pregradohttp://purl.org/coar/resource_type/c_7a1fhttp://purl.org/coar/version/c_fa2ee174bc00049fTextinfo:eu-repo/semantics/bachelorThesisPublicationhttps://umng.academia.edu/JuanCarlosRugevirtual::3382-1https://scienti.minciencias.gov.co/cvlac/visualizador/generarCurriculoCv.do?cod_rh=0001235230virtual::3382-1https://scholar.google.com/citations?user=iSQYa_UAAAAJ&hl=esvirtual::3382-1https://orcid.org/0000-0002-9100-6058virtual::3382-1https://www.researchgate.net/profile/Juan-Ruge-3virtual::3382-16e5a8526-e44d-4735-8d73-46142ef352ccvirtual::3382-16e5a8526-e44d-4735-8d73-46142ef352ccvirtual::3382-1ORIGINALEVALUACION DE SUELOS DISPERSIVOS MEDIANTE EL PENETROMETRO DE CONO DE CAIDA AUTOMÁTICO.pdfEVALUACION DE SUELOS DISPERSIVOS MEDIANTE EL PENETROMETRO DE CONO DE CAIDA 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

Evaluación de suelos dispersivos mediante el penetrómetro de cono de caída automático (FALL-CONE TEST)

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