Thixotroic behaviour study of clayey soils from the lacustrine deposits of bogotá high plateau

Thixotropy is a distinctively rheological (time-dependent) phenomenon, which is found in many complex materials, especially colloidal systems as fine-grained soils. Clays are materials that can recover their initial strength after remoulding. The estimation of such recovering allows optimising the d...

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Autores:
Rojas Suárez, Jhan Piero
Molina-Gómez, Fausto
Ruge Cárdenas, Juan Carlos
Tipo de recurso:
Article of journal
Fecha de publicación:
2018
Institución:
UNIVERSIDAD FRANCISCO DE PAULA SANTANDER
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Repositorio Digital UFPS
Idioma:
eng
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oai:repositorio.ufps.edu.co:ufps/1199
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http://repositorio.ufps.edu.co/handle/ufps/1199
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dc.title.eng.fl_str_mv Thixotroic behaviour study of clayey soils from the lacustrine deposits of bogotá high plateau
title Thixotroic behaviour study of clayey soils from the lacustrine deposits of bogotá high plateau
spellingShingle Thixotroic behaviour study of clayey soils from the lacustrine deposits of bogotá high plateau
title_short Thixotroic behaviour study of clayey soils from the lacustrine deposits of bogotá high plateau
title_full Thixotroic behaviour study of clayey soils from the lacustrine deposits of bogotá high plateau
title_fullStr Thixotroic behaviour study of clayey soils from the lacustrine deposits of bogotá high plateau
title_full_unstemmed Thixotroic behaviour study of clayey soils from the lacustrine deposits of bogotá high plateau
title_sort Thixotroic behaviour study of clayey soils from the lacustrine deposits of bogotá high plateau
dc.creator.fl_str_mv Rojas Suárez, Jhan Piero
Molina-Gómez, Fausto
Ruge Cárdenas, Juan Carlos
dc.contributor.author.none.fl_str_mv Rojas Suárez, Jhan Piero
Molina-Gómez, Fausto
Ruge Cárdenas, Juan Carlos
description Thixotropy is a distinctively rheological (time-dependent) phenomenon, which is found in many complex materials, especially colloidal systems as fine-grained soils. Clays are materials that can recover their initial strength after remoulding. The estimation of such recovering allows optimising the designs of geotechnical structures and then reducing the construction costs. This paper presents the results of a study that evaluates the thixotropy phenomenon of clayey soils. The work methodology involved an experimental plan composed of five phases: (i) extraction of samples; (ii) physical and mechanical characterisation of the undisturbed samples; (iii) remoulding of samples after testing; (iv) storage of remoulded samples; and (v) evaluation of undrained shear strength recovering for 0, 15, 30, and 60 days after remoulding. Undisturbed samples were collected using Shelby tube from the municipality of Madrid, near Bogotá, in Colombia. Results were analysed in terms of sensitivity degree because this parameter allows estimating the shear strength recovering. Findings show that clayey soils from lacustrine deposits of Bogota high plateau do not loss completely all of their original mechanical properties after remoulding and exhibit a medium sensitive behaviour. Conclusions indicate there is a recovering of undrained shear strength along the time, in which the samples will recover their original state about one year after remoulding.
publishDate 2018
dc.date.issued.none.fl_str_mv 2018-11-29
dc.date.accessioned.none.fl_str_mv 2021-11-21T16:12:51Z
dc.date.available.none.fl_str_mv 2021-11-21T16:12:51Z
dc.type.spa.fl_str_mv Artículo de revista
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dc.type.content.spa.fl_str_mv Text
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dc.identifier.uri.none.fl_str_mv http://repositorio.ufps.edu.co/handle/ufps/1199
dc.identifier.doi.none.fl_str_mv 10.1088/1742-6596/1386/1/012050
url http://repositorio.ufps.edu.co/handle/ufps/1199
identifier_str_mv 10.1088/1742-6596/1386/1/012050
dc.language.iso.spa.fl_str_mv eng
language eng
dc.relation.ispartof.none.fl_str_mv Journal of Physics: Conference Series
dc.relation.citationedition.spa.fl_str_mv Vol.1386 No.1.(2019)
dc.relation.citationendpage.spa.fl_str_mv 7
dc.relation.citationissue.spa.fl_str_mv 1 (2019)
dc.relation.citationstartpage.spa.fl_str_mv 1
dc.relation.citationvolume.spa.fl_str_mv 1386
dc.relation.cites.none.fl_str_mv Ruge, J. C., Molina-Gómez, F., & Rojas, J. P. (2019, November). Thixotropic behaviour study of clayey soils from the lacustrine deposits of Bogotá high plateau. In Journal of Physics: Conference Series (Vol. 1386, No. 1, p. 012050). IOP Publishing.
dc.relation.ispartofjournal.spa.fl_str_mv Journal of Physics: Conference Series
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dc.rights.accessrights.spa.fl_str_mv info:eu-repo/semantics/openAccess
dc.rights.creativecommons.spa.fl_str_mv Atribución 4.0 Internacional (CC BY 4.0)
eu_rights_str_mv openAccess
rights_invalid_str_mv Atribución 4.0 Internacional (CC BY 4.0)
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dc.format.mimetype.spa.fl_str_mv application/pdf
dc.coverage.spatial.none.fl_str_mv Bogota , Colombia
dc.publisher.spa.fl_str_mv Journal of Physics: Conference Series
dc.publisher.place.spa.fl_str_mv Londres, Reino Unido
dc.source.spa.fl_str_mv https://iopscience.iop.org/article/10.1088/1742-6596/1386/1/012050/meta
institution UNIVERSIDAD FRANCISCO DE PAULA SANTANDER
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spelling Rojas Suárez, Jhan Piero96cb752d974d2a7f4f66513af6ebbf8d600Molina-Gómez, Fausto8561b3f36b0f680c14f9f3f5d86c21db600Ruge Cárdenas, Juan Carlos8c2a65131d8d37d70a1993ea1da9d5f0600Bogota , Colombia2021-11-21T16:12:51Z2021-11-21T16:12:51Z2018-11-29http://repositorio.ufps.edu.co/handle/ufps/119910.1088/1742-6596/1386/1/012050Thixotropy is a distinctively rheological (time-dependent) phenomenon, which is found in many complex materials, especially colloidal systems as fine-grained soils. Clays are materials that can recover their initial strength after remoulding. The estimation of such recovering allows optimising the designs of geotechnical structures and then reducing the construction costs. This paper presents the results of a study that evaluates the thixotropy phenomenon of clayey soils. The work methodology involved an experimental plan composed of five phases: (i) extraction of samples; (ii) physical and mechanical characterisation of the undisturbed samples; (iii) remoulding of samples after testing; (iv) storage of remoulded samples; and (v) evaluation of undrained shear strength recovering for 0, 15, 30, and 60 days after remoulding. Undisturbed samples were collected using Shelby tube from the municipality of Madrid, near Bogotá, in Colombia. Results were analysed in terms of sensitivity degree because this parameter allows estimating the shear strength recovering. Findings show that clayey soils from lacustrine deposits of Bogota high plateau do not loss completely all of their original mechanical properties after remoulding and exhibit a medium sensitive behaviour. Conclusions indicate there is a recovering of undrained shear strength along the time, in which the samples will recover their original state about one year after remoulding.application/pdfengJournal of Physics: Conference SeriesLondres, Reino UnidoJournal of Physics: Conference SeriesVol.1386 No.1.(2019)71 (2019)11386Ruge, J. C., Molina-Gómez, F., & Rojas, J. P. (2019, November). Thixotropic behaviour study of clayey soils from the lacustrine deposits of Bogotá high plateau. In Journal of Physics: Conference Series (Vol. 1386, No. 1, p. 012050). IOP Publishing.Journal of Physics: Conference SeriesContent from this work may be used under the terms of the Creative Commons Attribution 3.0 licence. Any further distribution of this work must maintain attribution to the author(s) and the title of the work, journal citation and DOI. Published under licence by IOP Publishing Ltdinfo:eu-repo/semantics/openAccessAtribución 4.0 Internacional (CC BY 4.0)http://purl.org/coar/access_right/c_abf2https://iopscience.iop.org/article/10.1088/1742-6596/1386/1/012050/metaThixotroic behaviour study of clayey soils from the lacustrine deposits of bogotá high plateauArtículo de revistahttp://purl.org/coar/resource_type/c_6501http://purl.org/coar/resource_type/c_2df8fbb1Textinfo:eu-repo/semantics/articlehttp://purl.org/redcol/resource_type/ARTinfo:eu-repo/semantics/publishedVersionhttp://purl.org/coar/version/c_970fb48d4fbd8a85Seng S and Tanaka H 2012 Properties of very soft clays: A study of thixotropic hardening and behavior under low consolidation pressure Soils and Foundations 52 335Bauer W H and Collins E A 1967 Rheology: Theory and applications 4 ed Frederick Roland Eirich (New York: Academic Press) Thixotropy and Dilatancy 423 chapter 8Mewis J 1970 Thixotropy — a general review Journal of Non-Newtonian Fluid Mechanics 6 1Barnes H A 1997 Thixotropy — a review Journal of Non-Newtonian Fluid Mechanics 70 1Skempton A W and Northey R D 1952 The Sensitivity of Clays Géotechnique 3 30Zhang X W, Kong L W, Yang A W and Sayem H M 2017 Thixotropic mechanism of clay: A microstructural investigation Soils and Foundations 57 23Rinaldi V A and Clariá J J 2016 Time dependent stress-strain behavior of bentonite slurries: effect of thixotropy Powder Technology 291 311Bowles J 1996 Foundation analysis and design 5 (Singapore: McGraw-Hill)Wood D M 1991 Soil behaviour and critical state soil mechanics (Cambridge)Bardet J P 1997 Experimental soil mechanics (New Yersey: Prentice Hall)Coronado O, Caicedo B, Taibi S, Correia A G and Fleureau J-M 2011 A macro geomechanical approach to rank non-standard unbound granular materials for pavements Engineering Geology 119 64Molina-Gómez F, Ruge J C and Camacho-Tauta J 2018 Variabilidad espacial un suelo arcilloso del sector Sabana Centro para la confiabilidad de asentamientos por consolidación primaria: Caso de estudio campus Nueva Granada Ingeniería y Ciencia 14 179Caicedo B, Mendoza C, López Caballero F and Lizcano A 2018 Behavior of diatomaceous soil in lacustrine deposits of Bogotá, Colombia Journal of Rock Mechanics and Geotechnical Engineering 10 367American Society for Testing and Materials (ASTM) 2014 Standard test methods for specific gravity of soil solids by water pycnometer, ASTM D854-14 (West Conshohocken: American Society for Testing and Materials)American Society for Testing and Materials (ASTM) 2017 Standard test methods for liquid limit, plastic limit, and Plasticity index of soils, ASTM D4318-17e1 (West Conshohocken: American Society for Testing and Materials)American Society for Testing and Materials (ASTM) 2017 Standard practice for classification of soils for engineering purposes (unified soil classification system), ASTM D2487-17 (West Conshohocken: American Society for Testing and Materials)Mitchell J K and Soga K 2005 Fundamentals of soil behavior (New York: Wiley)ORIGINALThixotroic behaviour study of clayey soils from the lacustrine deposits of bogotá high plateau.pdfThixotroic behaviour study of clayey soils from the lacustrine deposits of bogotá high plateau.pdfapplication/pdf1287815https://repositorio.ufps.edu.co/bitstream/ufps/1199/1/Thixotroic%20behaviour%20study%20of%20clayey%20soils%20from%20the%20lacustrine%20deposits%20of%20bogot%c3%a1%20high%20plateau.pdf87728b49151dea5d3da30e653b9cc90cMD51open accessLICENSElicense.txtlicense.txttext/plain; charset=utf-814828https://repositorio.ufps.edu.co/bitstream/ufps/1199/2/license.txt2f9959eaf5b71fae44bbf9ec84150c7aMD52open accessTEXTThixotroic behaviour study of clayey soils from the lacustrine deposits of bogotá high plateau.pdf.txtThixotroic behaviour study of clayey soils from the lacustrine deposits of bogotá high plateau.pdf.txtExtracted texttext/plain19631https://repositorio.ufps.edu.co/bitstream/ufps/1199/3/Thixotroic%20behaviour%20study%20of%20clayey%20soils%20from%20the%20lacustrine%20deposits%20of%20bogot%c3%a1%20high%20plateau.pdf.txt48bd679f1528d82da6b5a5a991723661MD53open accessTHUMBNAILThixotroic behaviour study of clayey soils from the lacustrine deposits of bogotá high plateau.pdf.jpgThixotroic behaviour study of clayey soils from the lacustrine deposits of bogotá high plateau.pdf.jpgGenerated Thumbnailimage/jpeg9150https://repositorio.ufps.edu.co/bitstream/ufps/1199/4/Thixotroic%20behaviour%20study%20of%20clayey%20soils%20from%20the%20lacustrine%20deposits%20of%20bogot%c3%a1%20high%20plateau.pdf.jpg6da79ac06a78d9a283c6d1cd408e436aMD54open accessufps/1199oai:repositorio.ufps.edu.co:ufps/11992022-05-23 10:52:49.42open accessRepositorio Universidad Francisco de Paula 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 incorporada en las Obras Colectivas.

b.	Distribuir copias o fonogramas de las Obras, exhibirlas públicamente, ejecutarlas públicamente y/o ponerlas a disposición pública, incluyéndolas como incorporadas en Obras Colectivas, según corresponda.

c.	Distribuir copias de las Obras Derivadas que se generen, exhibirlas públicamente, ejecutarlas públicamente y/o ponerlas a disposición pública.
Los derechos mencionados anteriormente pueden ser ejercidos en todos los medios y formatos, actualmente conocidos o que se inventen en el futuro. Los derechos antes mencionados incluyen el derecho a realizar dichas modificaciones en la medida que sean técnicamente necesarias para ejercer los derechos en otro medio o formatos, pero de otra manera usted no está autorizado para realizar obras derivadas. Todos los derechos no otorgados expresamente por el Licenciante quedan por este medio reservados, incluyendo pero sin limitarse a aquellos que se mencionan en las secciones 4(d) y 4(e).

4. Restricciones.
La licencia otorgada en la anterior Sección 3 está expresamente sujeta y limitada por las siguientes restricciones:

a.	Usted puede distribuir, exhibir públicamente, ejecutar públicamente, o poner a disposición pública la Obra sólo bajo las condiciones de esta Licencia, y Usted debe incluir una copia de esta licencia o del Identificador Universal de Recursos de la misma con cada copia de la Obra que distribuya, exhiba públicamente, ejecute públicamente o ponga a disposición pública. No es posible ofrecer o imponer ninguna condición sobre la Obra que altere o limite las condiciones de esta Licencia o el ejercicio de los derechos de los destinatarios otorgados en este documento. No es posible sublicenciar la Obra. Usted debe mantener intactos todos los avisos que hagan referencia a esta Licencia y a la cláusula de limitación de garantías. Usted no puede distribuir, exhibir públicamente, ejecutar públicamente, o poner a disposición pública la Obra con alguna medida tecnológica que controle el acceso o la utilización de ella de una forma que sea inconsistente con las condiciones de esta Licencia. Lo anterior se aplica a la Obra incorporada a una Obra Colectiva, pero esto no exige que la Obra Colectiva aparte de la obra misma quede sujeta a las condiciones de esta Licencia. Si Usted crea una Obra Colectiva, previo aviso de cualquier Licenciante debe, en la medida de lo posible, eliminar de la Obra Colectiva cualquier referencia a dicho Licenciante o al Autor Original, según lo solicitado por el Licenciante y conforme lo exige la cláusula 4(c).

b.	Usted no puede ejercer ninguno de los derechos que le han sido otorgados en la Sección 3 precedente de modo que estén principalmente destinados o directamente dirigidos a conseguir un provecho comercial o una compensación monetaria privada. El intercambio de la Obra por otras obras protegidas por derechos de autor, ya sea a través de un sistema para compartir archivos digitales (digital file-sharing) o de cualquier otra manera no será considerado como estar destinado principalmente o dirigido directamente a conseguir un provecho comercial o una compensación monetaria privada, siempre que no se realice un pago mediante una compensación monetaria en relación con el intercambio de obras protegidas por el derecho de autor.

c.	Si usted distribuye, exhibe públicamente, ejecuta públicamente o ejecuta públicamente en forma digital la Obra o cualquier Obra Derivada u Obra Colectiva, Usted debe mantener intacta toda la información de derecho de autor de la Obra y proporcionar, de forma razonable según el medio o manera que Usted esté utilizando: (i) el nombre del Autor Original si está provisto (o seudónimo, si fuere aplicable), y/o (ii) el nombre de la parte o las partes que el Autor Original y/o el Licenciante hubieren designado para la atribución (v.g., un instituto patrocinador, editorial, publicación) en la información de los derechos de autor del Licenciante, términos de servicios o de otras formas razonables; el título de la Obra si está provisto; en la medida de lo razonablemente factible y, si está provisto, el Identificador Uniforme de Recursos (Uniform Resource Identifier) que el Licenciante especifica para ser asociado con la Obra, salvo que tal URI no se refiera a la nota sobre los derechos de autor o a la información sobre el licenciamiento de la Obra; y en el caso de una Obra Derivada, atribuir el crédito identificando el uso de la Obra en la Obra Derivada (v.g., "Traducción Francesa de la Obra del Autor Original," o "Guión Cinematográfico basado en la Obra original del Autor Original"). Tal crédito puede ser implementado de cualquier forma razonable; en el caso, sin embargo, de Obras Derivadas u Obras Colectivas, tal crédito aparecerá, como mínimo, donde aparece el crédito de cualquier otro autor comparable y de una manera, al menos, tan destacada como el crédito de otro autor comparable.

d.	Para evitar toda confusión, el Licenciante aclara que, cuando la obra es una composición musical:

i.	Regalías por interpretación y ejecución bajo licencias generales. El Licenciante se reserva el derecho exclusivo de autorizar la ejecución pública o la ejecución pública digital de la obra y de recolectar, sea individualmente o a través de una sociedad de gestión colectiva de derechos de autor y derechos conexos (por ejemplo, SAYCO), las regalías por la ejecución pública o por la ejecución pública digital de la obra (por ejemplo Webcast) licenciada bajo licencias generales, si la interpretación o ejecución de la obra está primordialmente orientada por o dirigida a la obtención de una ventaja comercial o una compensación monetaria privada.

ii.	Regalías por Fonogramas. El Licenciante se reserva el derecho exclusivo de recolectar, individualmente o a través de una sociedad de gestión colectiva de derechos de autor y derechos conexos (por ejemplo, los consagrados por la SAYCO), una agencia de derechos musicales o algún agente designado, las regalías por cualquier fonograma que Usted cree a partir de la obra (“versión cover”) y distribuya, en los términos del régimen de derechos de autor, si la creación o distribución de esa versión cover está primordialmente destinada o dirigida a obtener una ventaja comercial o una compensación monetaria privada.

e.	Gestión de Derechos de Autor sobre Interpretaciones y Ejecuciones Digitales (WebCasting). Para evitar toda confusión, el Licenciante aclara que, cuando la obra sea un fonograma, el Licenciante se reserva el derecho exclusivo de autorizar la ejecución pública digital de la obra (por ejemplo, webcast) y de recolectar, individualmente o a través de una sociedad de gestión colectiva de derechos de autor y derechos conexos (por ejemplo, ACINPRO), las regalías por la ejecución pública digital de la obra (por ejemplo, webcast), sujeta a las disposiciones aplicables del régimen de Derecho de Autor, si esta ejecución pública digital está primordialmente dirigida a obtener una ventaja comercial o una compensación monetaria privada.

5. Representaciones, Garantías y Limitaciones de Responsabilidad.
A MENOS QUE LAS PARTES LO ACORDARAN DE OTRA FORMA POR ESCRITO, EL LICENCIANTE OFRECE LA OBRA (EN EL ESTADO EN EL QUE SE ENCUENTRA) “TAL CUAL”, SIN BRINDAR GARANTÍAS DE CLASE ALGUNA RESPECTO DE LA OBRA, YA SEA EXPRESA, IMPLÍCITA, LEGAL O CUALQUIERA OTRA, INCLUYENDO, SIN LIMITARSE A ELLAS, GA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