Algorithm for model the soil arching effect on discontinuous soil retaining walls [Algoritmo para modelar el efecto arco del suelo sobre estructuras de contención discontinuas]

Soil arching effect is a physical phenomenon that allows self-retain to the soil by mean of discontinuous earth retaining structures used to the construction of foundation piles for high-rise buildings. To analyze this phenomenon, a two-dimensional (2D) simplified analysis is currently used, althoug...

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Fecha de publicación:: 2017

Institución:: Universidad de Medellín

Repositorio:: Repositorio UDEM

Idioma:: spa

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network_acronym_str	REPOUDEM2
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repository_id_str
dc.title.spa.fl_str_mv	Algorithm for model the soil arching effect on discontinuous soil retaining walls [Algoritmo para modelar el efecto arco del suelo sobre estructuras de contención discontinuas]
title	Algorithm for model the soil arching effect on discontinuous soil retaining walls [Algoritmo para modelar el efecto arco del suelo sobre estructuras de contención discontinuas]
spellingShingle	Algorithm for model the soil arching effect on discontinuous soil retaining walls [Algoritmo para modelar el efecto arco del suelo sobre estructuras de contención discontinuas] Algorithms Finite element software Foundation pile Soil arching effect Three-dimensional analysis
title_short	Algorithm for model the soil arching effect on discontinuous soil retaining walls [Algoritmo para modelar el efecto arco del suelo sobre estructuras de contención discontinuas]
title_full	Algorithm for model the soil arching effect on discontinuous soil retaining walls [Algoritmo para modelar el efecto arco del suelo sobre estructuras de contención discontinuas]
title_fullStr	Algorithm for model the soil arching effect on discontinuous soil retaining walls [Algoritmo para modelar el efecto arco del suelo sobre estructuras de contención discontinuas]
title_full_unstemmed	Algorithm for model the soil arching effect on discontinuous soil retaining walls [Algoritmo para modelar el efecto arco del suelo sobre estructuras de contención discontinuas]
title_sort	Algorithm for model the soil arching effect on discontinuous soil retaining walls [Algoritmo para modelar el efecto arco del suelo sobre estructuras de contención discontinuas]
dc.contributor.affiliation.spa.fl_str_mv	Giraldo, J.M.G., Civil Engineering Department, University of Medellín, Medellín, Colombia Palacio, L.G., Computer Science Engineering Department, University of Medellín, Medellín, Colombia
dc.subject.keyword.eng.fl_str_mv	Algorithms Finite element software Foundation pile Soil arching effect Three-dimensional analysis
topic	Algorithms Finite element software Foundation pile Soil arching effect Three-dimensional analysis
description	Soil arching effect is a physical phenomenon that allows self-retain to the soil by mean of discontinuous earth retaining structures used to the construction of foundation piles for high-rise buildings. To analyze this phenomenon, a two-dimensional (2D) simplified analysis is currently used, although it offers a mathematical approximation to the solution of the problem, their results significantly reduce the accuracy of the physical model. This article shows an algorithm developed to model the three - dimensional (3D) soil arching effect on the gravel of Santiago de Chile. The algorithm is implemented in a finite element software. This methodology provides more accurate results in the models, which considerably reduces the risk of landslides and optimizes the use of resources in the construction of discontinuous retaining structures. With this contribution it is also possible to establish a new design algorithm for the use of structural engineers that are more accuracy in their results with greater precision in calculations, due to the three-dimensional (3D) model developed. Thus, it can be seen that technology is engaged in everyday activities of structural engineers, providing high reliability information for the decision making respect to the structural design of retaining structures. © 2017 AISTI.
publishDate	2017
dc.date.accessioned.none.fl_str_mv	2017-12-19T19:36:50Z
dc.date.available.none.fl_str_mv	2017-12-19T19:36:50Z
dc.date.created.none.fl_str_mv	2017
dc.type.eng.fl_str_mv	Conference Paper
dc.type.coarversion.fl_str_mv	http://purl.org/coar/version/c_970fb48d4fbd8a85
dc.type.coar.fl_str_mv	http://purl.org/coar/resource_type/c_c94f
dc.type.driver.none.fl_str_mv	info:eu-repo/semantics/conferenceObject
dc.identifier.isbn.none.fl_str_mv	9789899843479
dc.identifier.issn.none.fl_str_mv	21660727
dc.identifier.uri.none.fl_str_mv	http://hdl.handle.net/11407/4355
dc.identifier.doi.none.fl_str_mv	10.23919/CISTI.2017.7975744
dc.identifier.reponame.spa.fl_str_mv	reponame:Repositorio Institucional Universidad de Medellín
dc.identifier.instname.spa.fl_str_mv	instname:Universidad de Medellín
identifier_str_mv	9789899843479 21660727 10.23919/CISTI.2017.7975744 reponame:Repositorio Institucional Universidad de Medellín instname:Universidad de Medellín
url	http://hdl.handle.net/11407/4355
dc.language.iso.none.fl_str_mv	spa
language	spa
dc.relation.isversionof.spa.fl_str_mv	https://www.scopus.com/inward/record.uri?eid=2-s2.0-85027020590&doi=10.23919%2fCISTI.2017.7975744&partnerID=40&md5=d9fb3a597848fed72a3932ee4e609378
dc.relation.ispartofes.spa.fl_str_mv	Iberian Conference on Information Systems and Technologies, CISTI
dc.relation.references.spa.fl_str_mv	Pardo, G., Sáez, E., Experimental and numerical study of arching soil effect in coarse sand (2014) Computers and Geotechnics, 57, pp. 75-84 Bhatkar, T., Barman, D., Mandal, A., Usmani, A., Prediction of behaviour of a deep excavation in soft soil: A case study (2017) International Journal of Geotechnical Engineering, 11, pp. 10-19 Goh, A., Zhang, F., Zhang, W., Zhang, Y., Liu, H., A simple estimation model for 3D braced excavation wall deflection (2017) Computers and Geotechnics, 83, pp. 106-113 Thagard, P., Shelley, C., Abductive reasoning: Logic, visual thinking, and coherence (1997) Logic and Scientific Methods, pp. 413-427. , ed: Springer Shafer, S., Smith, H., Linder, J., The power of business models (2005) Business Horizons, 48, pp. 199-207 Bravo, C.G., (1982) Mediciones de Esfuerzos en Socalzados de Edificios, , Informe de Memoria de Título, Departamento de Ingeniería Civil, Universidad de Chile, Chile (2005) Release 10 Documentation for Ansys, , ANSYS INC, Ansys CivilFEM, Ingeciber S. A
dc.rights.coar.fl_str_mv	http://purl.org/coar/access_right/c_16ec
rights_invalid_str_mv	http://purl.org/coar/access_right/c_16ec
dc.publisher.spa.fl_str_mv	IEEE Computer Society
dc.publisher.faculty.spa.fl_str_mv	Facultad de Ingenierías
dc.source.spa.fl_str_mv	Scopus
institution	Universidad de Medellín
repository.name.fl_str_mv	Repositorio Institucional Universidad de Medellin
repository.mail.fl_str_mv	repositorio@udem.edu.co
_version_	1814159215627862016
spelling	2017-12-19T19:36:50Z2017-12-19T19:36:50Z2017978989984347921660727http://hdl.handle.net/11407/435510.23919/CISTI.2017.7975744reponame:Repositorio Institucional Universidad de Medellíninstname:Universidad de MedellínSoil arching effect is a physical phenomenon that allows self-retain to the soil by mean of discontinuous earth retaining structures used to the construction of foundation piles for high-rise buildings. To analyze this phenomenon, a two-dimensional (2D) simplified analysis is currently used, although it offers a mathematical approximation to the solution of the problem, their results significantly reduce the accuracy of the physical model. This article shows an algorithm developed to model the three - dimensional (3D) soil arching effect on the gravel of Santiago de Chile. The algorithm is implemented in a finite element software. This methodology provides more accurate results in the models, which considerably reduces the risk of landslides and optimizes the use of resources in the construction of discontinuous retaining structures. With this contribution it is also possible to establish a new design algorithm for the use of structural engineers that are more accuracy in their results with greater precision in calculations, due to the three-dimensional (3D) model developed. Thus, it can be seen that technology is engaged in everyday activities of structural engineers, providing high reliability information for the decision making respect to the structural design of retaining structures. © 2017 AISTI.spaIEEE Computer SocietyFacultad de Ingenieríashttps://www.scopus.com/inward/record.uri?eid=2-s2.0-85027020590&doi=10.23919%2fCISTI.2017.7975744&partnerID=40&md5=d9fb3a597848fed72a3932ee4e609378Iberian Conference on Information Systems and Technologies, CISTIPardo, G., Sáez, E., Experimental and numerical study of arching soil effect in coarse sand (2014) Computers and Geotechnics, 57, pp. 75-84Bhatkar, T., Barman, D., Mandal, A., Usmani, A., Prediction of behaviour of a deep excavation in soft soil: A case study (2017) International Journal of Geotechnical Engineering, 11, pp. 10-19Goh, A., Zhang, F., Zhang, W., Zhang, Y., Liu, H., A simple estimation model for 3D braced excavation wall deflection (2017) Computers and Geotechnics, 83, pp. 106-113Thagard, P., Shelley, C., Abductive reasoning: Logic, visual thinking, and coherence (1997) Logic and Scientific Methods, pp. 413-427. , ed: SpringerShafer, S., Smith, H., Linder, J., The power of business models (2005) Business Horizons, 48, pp. 199-207Bravo, C.G., (1982) Mediciones de Esfuerzos en Socalzados de Edificios, , Informe de Memoria de Título, Departamento de Ingeniería Civil, Universidad de Chile, Chile(2005) Release 10 Documentation for Ansys, , ANSYS INC, Ansys CivilFEM, Ingeciber S. AScopusAlgorithm for model the soil arching effect on discontinuous soil retaining walls [Algoritmo para modelar el efecto arco del suelo sobre estructuras de contención discontinuas]Conference Paperinfo:eu-repo/semantics/conferenceObjecthttp://purl.org/coar/version/c_970fb48d4fbd8a85http://purl.org/coar/resource_type/c_c94fGiraldo, J.M.G., Civil Engineering Department, University of Medellín, Medellín, ColombiaPalacio, L.G., Computer Science Engineering Department, University of Medellín, Medellín, ColombiaGiraldo J.M.G.Palacio L.G.Civil Engineering Department, University of Medellín, Medellín, ColombiaComputer Science Engineering Department, University of Medellín, Medellín, ColombiaAlgorithmsFinite element softwareFoundation pileSoil arching effectThree-dimensional analysisSoil arching effect is a physical phenomenon that allows self-retain to the soil by mean of discontinuous earth retaining structures used to the construction of foundation piles for high-rise buildings. To analyze this phenomenon, a two-dimensional (2D) simplified analysis is currently used, although it offers a mathematical approximation to the solution of the problem, their results significantly reduce the accuracy of the physical model. This article shows an algorithm developed to model the three - dimensional (3D) soil arching effect on the gravel of Santiago de Chile. The algorithm is implemented in a finite element software. This methodology provides more accurate results in the models, which considerably reduces the risk of landslides and optimizes the use of resources in the construction of discontinuous retaining structures. With this contribution it is also possible to establish a new design algorithm for the use of structural engineers that are more accuracy in their results with greater precision in calculations, due to the three-dimensional (3D) model developed. Thus, it can be seen that technology is engaged in everyday activities of structural engineers, providing high reliability information for the decision making respect to the structural design of retaining structures. © 2017 AISTI.http://purl.org/coar/access_right/c_16ec11407/4355oai:repository.udem.edu.co:11407/43552020-05-27 18:28:22.216Repositorio Institucional Universidad de Medellinrepositorio@udem.edu.co

Algorithm for model the soil arching effect on discontinuous soil retaining walls [Algoritmo para modelar el efecto arco del suelo sobre estructuras de contención discontinuas]

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