Mostrar el registro sencillo del ítem
Modelación numérica del ensayo de capacidad de carga de una cimentación superficial apoyada sobre un suelo fino con variabilidad espacial de sus propiedades (límite líquido)
dc.contributor.advisor | Garzón Ávila, Lina Ximena | |
dc.contributor.author | Rodríguez Paramo, John Alexander | |
dc.date.accessioned | 2024-05-24T16:15:29Z | |
dc.date.available | 2024-05-24T16:15:29Z | |
dc.date.issued | 2023 | |
dc.identifier.uri | https://repositorio.escuelaing.edu.co/handle/001/3062 | |
dc.description.abstract | La presente investigación plantea una metodología para modelar numéricamente la capacidad de carga de una cimentación superficial apoyada sobre un suelo fino que presenta variabilidad espacial en sus propiedades físico-mecánicas. Esta modelación se realiza a través del Software Plaxis 2D y los resultados obtenidos se compararon con los encontrados por (Garzón, 2019) en su trabajo de tesis doctoral titulado “Physical modeling of soil spatial variability: application to shallow foundation”. | spa |
dc.description.abstract | The present research proposes a methodology to numerically model the load capacity of a superficial foundation supported on a fine soil that presents spatial variability in its physical-mechanical properties. This modeling is carried out through the Plaxis 2D Software and the results obtained were compared with those found by Garzón (2019) in his doctoral thesis work titled “Physical modeling of soil spatial variability: application to shallow foundation”. | eng |
dc.format.extent | El documento consta de 112 páginas, 2 anexos que suman 46 páginas, 1 artículo, | spa |
dc.format.mimetype | application/pdf | spa |
dc.language.iso | spa | spa |
dc.publisher | Escuela Colombiana de Ingeniería | spa |
dc.rights | Derechos Reservados - Escuela Colombiana de Ingeniería Julio Garavito | spa |
dc.rights.uri | https://creativecommons.org/licenses/by-nc/4.0/ | spa |
dc.source | Escuela Colombiana de Ingeniería Julio Garavito - Recursos propios | spa |
dc.title | Modelación numérica del ensayo de capacidad de carga de una cimentación superficial apoyada sobre un suelo fino con variabilidad espacial de sus propiedades (límite líquido) | spa |
dc.title.alternative | Numerical modeling of the load capacity test of a shallow foundation supported on a fine soil with spatial variability of its properties (liquid limit) | eng |
dc.type | Trabajo de grado - Maestría | spa |
dcterms.audience | Estudiantes, Profesores, Comonidad académica y científica en general. | spa |
dc.type.version | info:eu-repo/semantics/publishedVersion | spa |
dc.contributor.jury | Lozada López, Catalina | |
dc.contributor.jury | Garzón Cubides, Johan Camilo | |
oaire.accessrights | http://purl.org/coar/access_right/c_abf2 | spa |
oaire.version | http://purl.org/coar/version/c_970fb48d4fbd8a85 | spa |
dc.description.degreelevel | Maestría | spa |
dc.description.degreename | Magíster en Ingeniería Civil | spa |
dc.identifier.url | https://catalogo-intra.escuelaing.edu.co/cgi-bin/koha/catalogue/detail.pl?biblionumber=23735 | |
dc.publisher.place | Bogotá | spa |
dc.publisher.program | Maestría en Ingeniería Civil | spa |
dc.relation.indexed | LaReferencia | spa |
dc.relation.references | Arias Camacho, H. A. (2019). Modelación numérica de la consolidación de un suelo fino con variabilidad espacial de las propiedades del suelo creado físicamente en laboratorio. Escuela Colombiana de Ingeniería Julio Garavito. | spa |
dc.relation.references | Baecher, G. B. (1987). Statistical analysis of geotechnical data. US Army Engineer Waterways Experiment Station, Geotechnical Laboratory. | spa |
dc.relation.references | Baecher, G. B., & Christian, J. T. (2006). The Influence of Spatial Correlation on the Performance of Earth Structures and Foundations. GeoCongress 2006, 1–6. https://doi.org/10.1061/40803(187)194 | spa |
dc.relation.references | Bauduin, C. (2003). Uncertainties and their relevance for the design of deep excavations near existing structures. In Geotechnical problems with man-made and man influenced ground. 445–449. | spa |
dc.relation.references | Bhattacharya, S., Demirci, H. E., Nikitas, G., Prakhya, G. K. V., Lombardi, D., Alexander, N. A., Aleem, M., Amani, S., & Mylonakis, G. (2021). Physical modeling of interaction problems in geotechnical engineering. In Modeling in Geotechnical Engineering (pp. 205–256). Elsevier. https://doi.org/10.1016/B978-0-12-821205-9.00017-4 | spa |
dc.relation.references | Bhavikatti, S. S. (2005). Finite element analysis. New Age International. | spa |
dc.relation.references | Breysse, D., La Borderie, C., Elachachi, S. M., & Niandou, H. (2007). Spatial variations in soil properties and their influence on structural reliability. Civil Engineering and Environmental Systems, 24(2), 73–83. https://doi.org/10.1080/10286600601156673 | spa |
dc.relation.references | Brinkgreve, R. B. J. (2004). Plaxis Versión 8 Manual de Referencia (8). Delft University of Technology & PLAXIS bv. | spa |
dc.relation.references | Chakrabortty, P., & Popescu, R. (2012). Numerical simulation of centrifuge tests on homogeneous and heterogeneous soil models. Computers and Geotechnics, 41, 95–105. https://doi.org/10.1016/j.compgeo.2011.11.008 | spa |
dc.relation.references | Conti, R., Viggiani, G. M. B., & Perugini, F. (2014). Numerical modelling of centrifuge dynamic tests of circular tunnels in dry sand. Acta Geotechnica, 9(4), 597–612. https://doi.org/10.1007/s11440-013-0286-8 | spa |
dc.relation.references | 108 DeGroot, D. J., & Baecher, G. B. (1993). Estimating Autocovariance of In‐Situ Soil Properties. Journal of Geotechnical Engineering, 119(1), 147–166. https://doi.org/10.1061/(ASCE)0733-9410(1993)119:1(147) | spa |
dc.relation.references | Díaz-Rodríguez, J. A. (2019). Mecánica de suelos Naturaleza y propiedades: Vol. Segunda edición. | spa |
dc.relation.references | Dodaro, E., Ventini, R., Pirone, M., Gragnano, C. G., Giretti, D., Gottardi, G., & Fioravante, V. (2022). On the hydromechanical behaviour of an unsaturated river embankment: centrifuge testing and numerical analysis. N International Conference on Physical Modelling in Geotechnics; Proc. Intern. Conf., Daejeon, 19–23. | spa |
dc.relation.references | Duncan, J. M., & Member, H. (2000). FACTORS OF SAFETY AND RELIABILITY IN GEOTECHNICAL ENGINEERING. JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING, 307. https://doi.org/https://doi.org/10.1080/10286600601156673 | spa |
dc.relation.references | El‐Kadi, A. I., & Williams, S. A. (2000). Generating Two‐Dimensional Fields of Autocorrelated, Normally Distributed Parameters by the Matrix Decomposition Technique. Groundwater, 38(4), 530–532. https://doi.org/10.1111/j.1745-6584.2000.tb00245.x | spa |
dc.relation.references | Fenton, G. A. (1999). Random Field Modeling of CPT Data. Journal of Geotechnical and Geoenvironmental Engineering, 125(6), 486–498. https://doi.org/10.1061/(ASCE)1090-0241(1999)125:6(486) | spa |
dc.relation.references | Fenton, G. A., & Griffiths, V. (2008). Risk assessment in geotechnical engineering (Vol. 461). John Wiley & Sons. | spa |
dc.relation.references | Fenton, G. A., & Griffiths, D. V. (2002). Probabilistic Foundation Settlement on Spatially Random Soil. Journal of Geotechnical and Geoenvironmental Engineering, 128(5), 381–390. https://doi.org/10.1061/(ASCE)1090-0241(2002)128:5(381) | spa |
dc.relation.references | Garzón, L. (2019). Physical modeling of soil spatial variability: application to shallow foundation [Universidad de los Andes]. http://hdl.handle.net/1992/41304 | spa |
dc.relation.references | González de Vallejo, L., Ferrer, M., Ortuño, L., & Oteo, C. (2002). Ingeniería geolológia. | spa |
dc.relation.references | Griffiths, D., & Fenton, G. (2007). Probabilistic methods in geotechnical engineering. In robabilistic methods in geotechnical engineering (Vol. 491). Springer Science & Business Media. | spa |
dc.relation.references | Griffiths, D. V., & Fenton, G. A. (2001). Bearing capacity of spatially random soil: the undrained clay Prandtl problem revisited. Géotechnique, 51(4), 351–359. https://doi.org/10.1680/geot.2001.51.4.351 | spa |
dc.relation.references | Griffiths, D. V., Fenton, G. A., & Manoharan, N. (2006). Undrained Bearing Capacity of Two-Strip Footings on Spatially Random Soil. International Journal of Geomechanics, 6(6), 421–427. https://doi.org/10.1061/(ASCE)1532-3641(2006)6:6(421) | spa |
dc.relation.references | Hicher, P.-Y., & Shao, J.-F. (2008). Constitutive Modeling of Soils and Rocks (P. Hicher & J. Shao, Eds.). Wiley. https://doi.org/10.1002/9780470611081 | spa |
dc.relation.references | Huat, B. B. K., Ali, F. H. J., & Low, T. H. (2006). Water infiltration characteristics of unsaturated soil slope and its effect on suction and stability. Geotechnical and Geological Engineering, 24(5), 1293–1306. https://doi.org/10.1007/s10706-005-1881-8 | spa |
dc.relation.references | Hughes, T. J. (1996). The finite element method: linear static and dynamic finite element analysis. Courier Corporation. | spa |
dc.relation.references | INGEOMINAS, & UNIANDES. (1997). Microzonificación sísmica de santafé de Bogotá. | spa |
dc.relation.references | Jaksa, M. B. (1995). The influence of spatial variability on the geotechnical design properties of a stiff, overconsolidated clay. | spa |
dc.relation.references | James, D. W., & Wells, K. L. (2018). Soil Sample Collection and Handling: Technique Based on Source and Degree of Field Variability (pp. 25–44). https://doi.org/10.2136/sssabookser3.3ed.c3 | spa |
dc.relation.references | Jones, A. L., Kramer, S. L., & Pedro Arduino. (2002). Estimation of uncertainty in geotechnical properties for performance-based earthquake engineering. | spa |
dc.relation.references | Kulhawy, F. H., & Phoon, K.-K. (1996). Engineering judgment in the evolution from deterministic to reliability-based foundation design. In Proceedings of Uncertainty, 96, 29–48. | spa |
dc.relation.references | Kulhawy, F., & Mayne, P. (1900). Manual on estimating soil properties for foundation design. Electric Power Research Inst., Palo Alto, CA (USA); Cornell Univ., Ithaca, NY (USA). Geotechnical Engineering Group. | spa |
dc.relation.references | Liang, R. Y. K., & Mitchell, J. K. (1988). Centrifuge Evaluation of Numerical Model for Clay. Journal of Geotechnical Engineering, 114(3), 265–283. https://doi.org/10.1061/(ASCE)0733-9410(1988)114:3(265) | spa |
dc.relation.references | Lumb, P. (1966). The Variability of Natural Soils. Canadian Geotechnical Journal, 3(2), 74–97. https://doi.org/10.1139/t66-009 | spa |
dc.relation.references | Mayne, P. W., Kulhawy, F. H., & Trautmann, C. H. (1995). Laboratory Modeling of Laterally-Loaded Drilled Shafts in Clay. Journal of Geotechnical Engineering, 121(12), 827–835. https://doi.org/10.1061/(ASCE)0733-9410(1995)121:12(827) | spa |
dc.relation.references | Nawari, N. O., & Liang, R. (2000). Fuzzy-based approach for determination of characteristic values of measured geotechnical parameters. Canadian Geotechnical Journal, 37(5), 1131–1140. https://doi.org/10.1139/t00-025 | spa |
dc.relation.references | Ng, C. W. W., Boonyarak, T., & Mašín, D. (2013). Three-dimensional centrifuge and numerical modeling of the interaction between perpendicularly crossing tunnels. Canadian Geotechnical Journal, 50(9), 935–946. https://doi.org/10.1139/cgj-2012-0445 | spa |
dc.relation.references | Oñate, E. (1996). Perspectivas de modelos constitutivos y técnicas de elementos finitos para análisis de procesos de conformado de metales. Centro Internacional de Métodos Numéricos En Ingeniería. | spa |
dc.relation.references | Orchant, C., Kulhawy, F., & Trautmann, C. (1988). Reliability-based foundation design for transmission line structures: Volume 2, Critical evaluation of in situ test methods: Final report. | spa |
dc.relation.references | Phoon, K. (1995). Reliability-based design of foundations for transmission line structures. Cornell University. | spa |
dc.relation.references | Phoon, K.-K., Cao, Z.-J., Ji, J., Leung, Y. F., Najjar, S., Shuku, T., Tang, C., Yin, Z.-Y., Ikumasa, Y., & Ching, J. (2022). Geotechnical uncertainty, modeling, and decision making. Soils and Foundations, 62(5), 101189. https://doi.org/10.1016/j.sandf.2022.101189 | spa |
dc.relation.references | Phoon, K.-K., & Kulhawy, F. H. (1999). Characterization of geotechnical variability. https://doi.org/https://doi.org/10.1139/t99-038 | spa |
dc.relation.references | Phoon, K.-K., Kulhawy, F. H., & Grigoriu, M. D. (2003). Development of a Reliability-Based Design Framework for Transmission Line Structure Foundations. Journal of Geotechnical and Geoenvironmental Engineering, 129(9), 798–806. https://doi.org/10.1061/(ASCE)1090-0241(2003)129:9(798) | spa |
dc.relation.references | Popescu, R., Deodatis, G., & Nobahar, A. (2005). Effects of random heterogeneity of soil properties on bearing capacity. Probabilistic Engineering Mechanics, 20(4), 324–341. https://doi.org/10.1016/j.probengmech.2005.06.003 | spa |
dc.relation.references | Rao, S. S. (2017). The finite element method in engineering. Butterworth-heinemann. | spa |
dc.relation.references | Rosemary, F., Indraratne, S., Weerasooriya, R., & Mishra, U. (2017). Exploring the spatial variability of soil properties in an Alfisol soil catena. In Exploring the spatial variability of soil properties in an Alfisol soil catena (pp. 53–61). | spa |
dc.relation.references | Segura, F. R., Luccioni, B. M., & Danesi, R. F. (1999). Integración de la Ecuación Constitutiva para el Modelo de Cam-Clay. Mecánica Computacional, 167–176. | spa |
dc.relation.references | Simões, J. T., Neves, L. C., Antão, A. N., & Guerra, N. M. C. (2020). Reliability assessment of shallow foundations on undrained soils considering soil spatial variability. Computers and Geotechnics, 119, 103369. https://doi.org/10.1016/j.compgeo.2019.103369 | spa |
dc.relation.references | Soubra, A.-H., Youssef, D. S., Massih, A., & Kalfa, M. (2008). Bearing capacity of foundations resting on a spatially random soil. | spa |
dc.relation.references | Spry, M., Kulhawy, F., & Grigoriu, M. (1988). Reliability-based foundation design for transmission line structures: Volume 1, Geotechnical site characterization strategy (No. EPRI-EL-5507-Vol. 1). Electric Power Research Inst. | spa |
dc.relation.references | Vanmarcke, E. (1988). Fundamentals of Analysis of Random Fields. In Random Fields. WORLD SCIENTIFIC. https://doi.org/10.1142/9789814307598_0002 | spa |
dc.relation.references | Vanmarcke, E. H. (1977). Probabilistic Modeling of Soil Profiles. Journal of the Geotechnical Engineering Division, 103(11), 1227–1246. https://doi.org/10.1061/AJGEB6.0000517 | spa |
dc.relation.references | Vanmarcke, E., Shinozuka, M., Nakagiri, S., Schuëller, G. I., & Grigoriu, M. (1986). Random fields and stochastic finite elements. Structural Safety, 3(3–4), 143–166. https://doi.org/10.1016/0167-4730(86)90002-0 | spa |
dc.relation.references | Vargas, O., Ruge, C., & Pinto Da Cunha, R. (2019). Factor miedo: subjetividad como variable asociada a la gestión de factores de seguridad en el diseño de problemas geotécnicos. https://doi.org/10.3233/STAL190335 | spa |
dc.relation.references | Wang, W., Pan, S. J., Dahlmeier, D., & Xiao, X. (2016). Recursive Neural Conditional Random Fields for Aspect-based Sentiment Analysis. http://arxiv.org/abs/1603.06679 | spa |
dc.relation.references | Yamazaki, F., & Shinozuka, M. (1988). Digital Generation of Non‐Gaussian Stochastic Fields. Journal of Engineering Mechanics, 114(7), 1183–1197. https://doi.org/10.1061/(ASCE)0733-9399(1988)114:7(1183) | spa |
dc.relation.references | Yamin, M. (2016). Problem solving in foundation engineering using FoundationPro. Springer. | spa |
dc.rights.accessrights | info:eu-repo/semantics/openAccess | spa |
dc.rights.creativecommons | Atribución-NoComercial 4.0 Internacional (CC BY-NC 4.0) | spa |
dc.subject.armarc | Suelos - Composición | |
dc.subject.armarc | Suelos - Análisis | |
dc.subject.armarc | Textura de suelos | |
dc.subject.armarc | Cargas dinámicas (Pavimentos) | |
dc.subject.armarc | Análisis estructural (Ingeniería) | |
dc.subject.proposal | Modelación numérica | spa |
dc.subject.proposal | Capacidad de carga | spa |
dc.subject.proposal | Elementos finitos | spa |
dc.subject.proposal | Variabilidad espacial | spa |
dc.subject.proposal | Cimentación superficial | spa |
dc.subject.proposal | Coeficiente de variación | spa |
dc.subject.proposal | Distancia de correlación horizontal | spa |
dc.type.coar | http://purl.org/coar/resource_type/c_bdcc | spa |
dc.type.content | Text | spa |
dc.type.driver | info:eu-repo/semantics/masterThesis | spa |
dc.type.redcol | https://purl.org/redcol/resource_type/TM | spa |
Ficheros en el ítem
Este ítem aparece en la(s) siguiente(s) colección(ones)
-
CF - Trabajos de Grado Maestría en Ingeniería Civil [436]
Trabajos de Grado de la Maestría en Ingeniería Civil de la Escuela Colombiana de Ingeniería Julio Garavito