Experimental assessment of swelling potential in montmorillonite soils
The study of the physicochemical activity of clays is essential to understand the mechanical-hydraulic behavior. The experimental analysis of the expansivity of soils is linked to the content of clay minerals present in the tactoid tissue, which affect is directly in proportion to the volumetric cha...
- Autores:
-
Pérez, J C
Rojas Suárez, Jhan Piero
Orjuela Castro, Javier Arturo
Ruge Cárdenas, Juan Carlos
Cáceres, J R
- Tipo de recurso:
- Article of investigation
- Fecha de publicación:
- 2021
- Institución:
- Universidad Francisco de Paula Santander
- Repositorio:
- Repositorio Digital UFPS
- Idioma:
- eng
- OAI Identifier:
- oai:repositorio.ufps.edu.co:ufps/6555
- Acceso en línea:
- https://repositorio.ufps.edu.co/handle/ufps/6555
https://doi.org/10.1088/1742-6596/1938/1/012006
- Palabra clave:
- Bentonite
Swelling
Bentonite clay
Clay materials
Experimental analysis
Experimental assessment
High swelling
Hydraulic behavior
Swelling potential
Volumetric changes
Clay minerals
- Rights
- openAccess
- License
- Content from this work may be used under the terms of theCreative Commons Attribution 3.0 licence.
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Experimental assessment of swelling potential in montmorillonite soils |
| title |
Experimental assessment of swelling potential in montmorillonite soils |
| spellingShingle |
Experimental assessment of swelling potential in montmorillonite soils Bentonite Swelling Bentonite clay Clay materials Experimental analysis Experimental assessment High swelling Hydraulic behavior Swelling potential Volumetric changes Clay minerals |
| title_short |
Experimental assessment of swelling potential in montmorillonite soils |
| title_full |
Experimental assessment of swelling potential in montmorillonite soils |
| title_fullStr |
Experimental assessment of swelling potential in montmorillonite soils |
| title_full_unstemmed |
Experimental assessment of swelling potential in montmorillonite soils |
| title_sort |
Experimental assessment of swelling potential in montmorillonite soils |
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Pérez, J C Rojas Suárez, Jhan Piero Orjuela Castro, Javier Arturo Ruge Cárdenas, Juan Carlos Cáceres, J R |
| dc.contributor.author.none.fl_str_mv |
Pérez, J C Rojas Suárez, Jhan Piero Orjuela Castro, Javier Arturo Ruge Cárdenas, Juan Carlos Cáceres, J R |
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Journal of Physics: Conference Series |
| dc.subject.proposal.eng.fl_str_mv |
Bentonite Swelling Bentonite clay Clay materials Experimental analysis Experimental assessment High swelling Hydraulic behavior Swelling potential Volumetric changes Clay minerals |
| topic |
Bentonite Swelling Bentonite clay Clay materials Experimental analysis Experimental assessment High swelling Hydraulic behavior Swelling potential Volumetric changes Clay minerals |
| description |
The study of the physicochemical activity of clays is essential to understand the mechanical-hydraulic behavior. The experimental analysis of the expansivity of soils is linked to the content of clay minerals present in the tactoid tissue, which affect is directly in proportion to the volumetric change that soil may undergo. This work aims to carry out an analysis to understand the expansive behavior of the proposed clay materials, using different techniques, both conventional and modern. For this purpose, the bentonite clay used with a majority montmorillonite component was analyzed through petrographic tests and images analysis. The samples with a base material and different contents of montmorillonite were prepared. Montmorillonite is a clay mineral with a very high swelling potential because even when it was used in low proportions on a sandy base material, the influence of the material is strong and the expansivity remained high. |
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2021 |
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2021-06-09 |
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2022-11-19T15:15:05Z |
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2022-11-19T15:15:05Z |
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Artículo de revista |
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https://doi.org/10.1088/1742-6596/1938/1/012006 |
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eng |
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Journal of Physics: Conference Series. Vol.1938 N°.1. (2021) |
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Vol. 1938 N°.1. (2021) |
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7 |
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1(2021) |
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1 |
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1938 |
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Pérez, J. C., Ruge, J. C., Rojas, J. P., Orjuela, J. A., & Cáceres, J. R. (2021, May). Experimental assessment of swelling potential in montmorillonite soils. In Journal of Physics: Conference Series (Vol. 1938, No. 1, p. 012006). IOP Publishing. |
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Journal of Physics: Conference Series |
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Content from this work may be used under the terms of theCreative Commons Attribution 3.0 licence. |
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Journal of Physics: Conference Series |
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Pérez, J Cccb28147d954946d28b1b625579dda59Rojas Suárez, Jhan Piero96cb752d974d2a7f4f66513af6ebbf8d600Orjuela Castro, Javier Arturo6b646212c6722d24dcb2032befc8aac9600Ruge Cárdenas, Juan Carlos8c2a65131d8d37d70a1993ea1da9d5f0600Cáceres, J R5f3362be2a96227e4ec85d453ecd15eaJournal of Physics: Conference Series2022-11-19T15:15:05Z2022-11-19T15:15:05Z2021-06-09https://repositorio.ufps.edu.co/handle/ufps/6555https://doi.org/10.1088/1742-6596/1938/1/012006The study of the physicochemical activity of clays is essential to understand the mechanical-hydraulic behavior. The experimental analysis of the expansivity of soils is linked to the content of clay minerals present in the tactoid tissue, which affect is directly in proportion to the volumetric change that soil may undergo. This work aims to carry out an analysis to understand the expansive behavior of the proposed clay materials, using different techniques, both conventional and modern. For this purpose, the bentonite clay used with a majority montmorillonite component was analyzed through petrographic tests and images analysis. The samples with a base material and different contents of montmorillonite were prepared. Montmorillonite is a clay mineral with a very high swelling potential because even when it was used in low proportions on a sandy base material, the influence of the material is strong and the expansivity remained high.07 páginasapplication/pdfengJournal of Physics: Conference SeriesReino UnidoJournal of Physics: Conference Series. Vol.1938 N°.1. (2021)Vol. 1938 N°.1. (2021)71(2021)11938Pérez, J. C., Ruge, J. C., Rojas, J. P., Orjuela, J. A., & Cáceres, J. R. (2021, May). Experimental assessment of swelling potential in montmorillonite soils. In Journal of Physics: Conference Series (Vol. 1938, No. 1, p. 012006). IOP Publishing.Journal of Physics: Conference SeriesContent from this work may be used under the terms of theCreative Commons Attribution 3.0 licence.https://creativecommons.org/licenses/by/4.0/info:eu-repo/semantics/openAccesshttp://purl.org/coar/access_right/c_abf2https://iopscience.iop.org/article/10.1088/1742-6596/1938/1/012006/pdfExperimental assessment of swelling potential in montmorillonite soilsArtículo de revistahttp://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_970fb48d4fbd8a85BentoniteSwellingBentonite clayClay materialsExperimental analysisExperimental assessmentHigh swellingHydraulic behaviorSwelling potentialVolumetric changesClay mineralsMéndez A, Pineda V 2011 Comportamiento de Cimentaciones en Suelos Expansivos (México: Universidad Nacional Autónoma de México)Mašín D 2017 J. Eng. Mech. 143(9) 04017067Ruge J C, Palacios X, Molina-Gomez F, Rojas J P 2019 J. Phys.: Conf. Ser. 1388 012014:1Guancheng, J 2018 Gas Wettability of Reservoir Rock Surfaces with Porous Media (United States: Gulf Professional Publishing)Faheem U 2018 Montmorillonite: An Introduction to Properties and Utilization, Current Topics in the Utilization of Clay in Industrial and Medical (London: Intechopen)McKeen R G 1976 Design and Construction of Airport Pavements on Expansive Soils (United States: Department of Transportation Federal Aviation Administration, Systems Research & Sevelopment Service)Kerrane B 2004 What Are Expansive Soils? (United States: Kerrane, Storz & Nelson, P.C.)University of Texas Arlington (UTA) 2019 Mitigation of Expansive Soils Damage (United States: University of Texas Arlington)Indraratna B, Chu J, Rujikiatkamjorn C 2015 Ground Improvement Case Histories (United Kindom: Butterworth-Heinemann)Instituto Nacional de Vías 2013 Determinación del Potencial del Cambio Volumétrico del Suelo Empleando el Aparato de Lambe, INV E-120-13 (Colombia: Instituto Nacional de Vias)American Society for Testing and Materials (ASTM) 2011 Standard Test Method for Expansion Index of Soils, ASTM D48219-11 (United States: American Society for Testing and Materials)Lambe T W 1960 The Character and Identification of Expansive Soils - Soil PVC Meter: A Technical Studies Report F.H.A.–701 (Washington: Federal Housing Administration)Abduljauwad S N, Al-Sulaimani G J 1993 Geotechnical Testing J. ASTM 16(4) 469Altmeyer W T 1955 J. of the Soil Mech. and Foundations Division, ASCE 81(2) 17Raman V 1967 Indian Eng. 11 7-22Sowers G B, Sowers G F 1970 Introductory Soil Mechanics and Foundations (New York: Macmillan)Holtz W G 1959 J. of the Col. School of Mines 54(4) 89Ranganatham B V, Satyanarayana B 1965 Proc. of the 6th Int. Conf. on Soil Mec. and Foundation Eng. (London: International Society for Soil Mechanics and Foundation Engineering) pp. 92–96Snethen D R 1974 Visit to Kansas Highway Commission. Memorandum for Record. Soil Mechanics Division (United States: Soils and Pavements Laboratory. US Army Engineer Waterways Experiment Station)Vijayvergiya V N, Ghazzaly O I 1973 Prediction of Swelling Potential of Natural Clays Proc. 3 Int. Research and Eng. Conference on Expansive Clays (Israel: Academic Press) pp 227–234Nayak N V, Christensen R W 1974 Clay and Clay Minerals 19 251Weston D J 1980 Expansive roadbed treatment for southern Africa Proceedings Fourth International Conference on Expansive Soils (Denver: National Institute for Transport & Rd Res S Af) pp 339–360Snethen D R, Johnson L D, Patrick DM 1977 An Evaluation of Expedient Methodology for Identification of Potentially Expansive Soils (United States: Army Eng. Waterways Experiment Station)O’Neill M W, Poormoayed N 1980 Journal of the Geotechnical Engineering Division 106(12) 1345Snethen D R 1984 Evaluation of expedient methods for identification and classification of potentially expansive soils Proc. 5th Int. Conf. on Expansive Soils (Australia: Institution of Engineers) pp 22–26Instituto Nacional de Vías 2013 Relaciones de Peso Unitario-Humedad en los Suelos, INV E-141-13 (Colombia: Instituto Nacional de Vias)Sridharan A 2005 On swelling behaviour of clays Proc. Int. Conf. on Problematic Soils (North Cyprus: Eastern Mediterranean University) pp 499–516Instituto Nacional de Vías 2013 Determinación de Suelos Expansivos, INV E-132-13 (Colombia: Instituto Nacional de Vias)Instituto Nacional de Vías 2007 Método para Medir el Potencial de Asentamiento o Expansión Unidimensional de Suelos Cohesivos, INV E.173-07 (Colombia: Instituto Nacional de Vias)Bureau of Indian Standards 1970 Classification and Identification of Soils for General Engineering Purposes, IS 1498 (New Delhi: Bureau of Indian Standards)ORIGINALPérez_2021_J._Phys.__Conf._Ser._1938_012006.pdfPérez_2021_J._Phys.__Conf._Ser._1938_012006.pdfapplication/pdf1153073https://repositorio.ufps.edu.co/bitstream/ufps/6555/1/P%c3%a9rez_2021_J._Phys.__Conf._Ser._1938_012006.pdf0becf9826d99da4f3b1b658b239612acMD51open accessLICENSElicense.txtlicense.txttext/plain; charset=utf-814828https://repositorio.ufps.edu.co/bitstream/ufps/6555/2/license.txt2f9959eaf5b71fae44bbf9ec84150c7aMD52open 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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, GARANTÍAS DE TITULARIDAD, COMERCIABILIDAD, ADAPTABILIDAD O ADECUACIÓN A PROPÓSITO DETERMINADO, AUSENCIA DE INFRACCIÓN, DE AUSENCIA DE DEFECTOS LATENTES O DE OTRO TIPO, O LA PRESENCIA O AUSENCIA DE ERRORES, SEAN O NO DESCUBRIBLES (PUEDAN O NO SER ESTOS DESCUBIERTOS). ALGUNAS JURISDICCIONES NO PERMITEN LA EXCLUSIÓN DE GARANTÍAS IMPLÍCITAS, EN CUYO CASO ESTA EXCLUSIÓN PUEDE NO APLICARSE A USTED.

6. Limitación de responsabilidad.
A MENOS QUE LO EXIJA EXPRESAMENTE LA LEY APLICABLE, EL LICENCIANTE NO SERÁ RESPONSABLE ANTE USTED POR DAÑO ALGUNO, SEA POR RESPONSABILIDAD EXTRACONTRACTUAL, PRECONTRACTUAL O CONTRACTUAL, OBJETIVA O SUBJETIVA, SE TRATE DE DAÑOS MORALES O PATRIMONIALES, DIRECTOS O INDIRECTOS, PREVISTOS O IMPREVISTOS PRODUCIDOS POR EL USO DE ESTA LICENCIA O DE LA OBRA, AUN CUANDO EL LICENCIANTE HAYA SIDO ADVERTIDO DE LA POSIBILIDAD DE DICHOS DAÑOS. ALGUNAS LEYES NO PERMITEN LA EXCLUSIÓN DE CIERTA RESPONSABILIDAD, EN CUYO CASO ESTA EXCLUSIÓN PUEDE NO APLICARSE A USTED.

7. Término.

a.	Esta Licencia y los derechos otorgados en virtud de ella terminarán automáticamente si Usted infringe alguna condición establecida en ella. Sin embargo, los individuos o entidades que han recibido Obras Derivadas o Colectivas de Usted de conformidad con esta Licencia, no verán terminadas sus licencias, siempre que estos individuos o entidades sigan cumpliendo íntegramente las condiciones de estas licencias. Las Secciones 1, 2, 5, 6, 7, y 8 subsistirán a cualquier terminación de esta Licencia.

b.	Sujeta a las condiciones y términos anteriores, la licencia otorgada aquí es perpetua (durante el período de vigencia de los derechos de autor de la obra). No obstante lo anterior, el Licenciante se reserva el derecho a publicar y/o estrenar la Obra bajo condiciones de licencia diferentes o a dejar de distribuirla en los términos de esta Licencia en cualquier momento; en el entendido, sin embargo, que esa elección no servirá para revocar esta licencia o que deba ser otorgada , bajo los términos de esta licencia), y esta licencia continuará en pleno vigor y efecto a menos que sea terminada como se expresa atrás. La Licencia revocada continuará siendo plenamente vigente y efectiva si no se le da término en las condiciones indicadas anteriormente.

8. Varios.

a.	Cada vez que Usted distribuya o ponga a disposición pública la Obra o una Obra Colectiva, el Licenciante ofrecerá al destinatario una licencia en los mismos términos y condiciones que la licencia otorgada a Usted bajo esta Licencia.

b.	Si alguna disposición de esta Licencia resulta invalidada o no exigible, según la legislación vigente, esto no afectará ni la validez ni la aplicabilidad del resto de condiciones de esta Licencia y, sin acción adicional por parte de los sujetos de este acuerdo, aquélla se entenderá reformada lo mínimo necesario para hacer que dicha disposición sea válida y exigible.

c.	Ningún término o disposición de esta Licencia se estimará renunciada y ninguna violación de ella será consentida a menos que esa renuncia o consentimiento sea otorgado por escrito y firmado por la parte que renuncie o consienta.

d.	Esta Licencia refleja el acuerdo pleno entre las partes respecto a la Obra aquí licenciada. No hay arreglos, acuerdos o declaraciones respecto a la Obra que no estén especificados en este documento. El Licenciante no se verá limitado por ninguna disposición adicional que pueda surgir en alguna comunicación emanada de Usted. Esta Licencia no puede ser modificada sin el consentimiento mutuo por escrito del Licenciante y Usted.
0000-0003-2682-988096cb752d974d2a7f4f66513af6ebbf8d6000000-0001-7857-50646b646212c6722d24dcb2032befc8aac9600 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