Novel method for stress history analysis in normally consolidated clays
The historical investigation of stresses in a clay material is essential to predict the compressible behaviour of a soil layer that, in most cases functions as a foundation support of superstructures. Because the stresses underwent in the geological past provide useful information to understand the...
- Autores:
-
Martinez, J H
Ruge Cárdenas, Juan Carlos
Rojas Suárez, Jhan Piero
- 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/6556
- Acceso en línea:
- https://repositorio.ufps.edu.co/handle/ufps/6556
https://doi.org/10.1088/1742-6596/1938/1/012012
- Palabra clave:
- Soils
Clay materials
Consolidation coefficient
Consolidation tests
Geotechnical
Mineralogical analysis
Normally consolidated clay
Preconsolidation stress
Stress history
Clay deposits
- Rights
- openAccess
- License
- Content from this work may be used under the terms of theCreative Commons Attribution 3.0 licence
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Novel method for stress history analysis in normally consolidated clays |
| title |
Novel method for stress history analysis in normally consolidated clays |
| spellingShingle |
Novel method for stress history analysis in normally consolidated clays Soils Clay materials Consolidation coefficient Consolidation tests Geotechnical Mineralogical analysis Normally consolidated clay Preconsolidation stress Stress history Clay deposits |
| title_short |
Novel method for stress history analysis in normally consolidated clays |
| title_full |
Novel method for stress history analysis in normally consolidated clays |
| title_fullStr |
Novel method for stress history analysis in normally consolidated clays |
| title_full_unstemmed |
Novel method for stress history analysis in normally consolidated clays |
| title_sort |
Novel method for stress history analysis in normally consolidated clays |
| dc.creator.fl_str_mv |
Martinez, J H Ruge Cárdenas, Juan Carlos Rojas Suárez, Jhan Piero |
| dc.contributor.author.none.fl_str_mv |
Martinez, J H Ruge Cárdenas, Juan Carlos Rojas Suárez, Jhan Piero |
| dc.contributor.corporatename.spa.fl_str_mv |
Journal of Physics: Conference Series |
| dc.subject.proposal.eng.fl_str_mv |
Soils Clay materials Consolidation coefficient Consolidation tests Geotechnical Mineralogical analysis Normally consolidated clay Preconsolidation stress Stress history Clay deposits |
| topic |
Soils Clay materials Consolidation coefficient Consolidation tests Geotechnical Mineralogical analysis Normally consolidated clay Preconsolidation stress Stress history Clay deposits |
| description |
The historical investigation of stresses in a clay material is essential to predict the compressible behaviour of a soil layer that, in most cases functions as a foundation support of superstructures. Because the stresses underwent in the geological past provide useful information to understand the response of the soil today. There are numerous methods for the interpretation of the preconsolidation stress, defined by the standard unidimensional consolidation test. The concept of preconsolidation stress is extremely useful in the geotechnical field to analyze and estimate settlements in a clay deposit, in addition to normalizing other parameters for comparative purposes. Through mineralogical analysis and consolidation tests based on different models for the estimation of the vertical consolidation coefficient, preconsolidation stress is evaluated by applying disparate constitutive methods. In order to observe the dispersion of results for a particular soil. A new technique is proposed for the determination of the preconsolidation stress prescribed in differential terms and with a high degree of objective interpretation. |
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2021 |
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2021-06-09 |
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2022-11-19T15:55:48Z |
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2022-11-19T15:55:48Z |
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Artículo de revista |
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https://doi.org/10.1088/1742-6596/1938/1/012012 |
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eng |
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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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Martinez, J. H., Ruge, J. C., & Rojas, J. P. (2021, May). Novel method for stress history analysis in normally consolidated clays. In Journal of Physics: Conference Series (Vol. 1938, No. 1, p. 012012). 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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Reino Unido |
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Martinez, J H62f5e653de888053f73ef546094b77fdRuge Cárdenas, Juan Carlos8c2a65131d8d37d70a1993ea1da9d5f0600Rojas Suárez, Jhan Piero96cb752d974d2a7f4f66513af6ebbf8d600Journal of Physics: Conference Series2022-11-19T15:55:48Z2022-11-19T15:55:48Z2021-06-09https://repositorio.ufps.edu.co/handle/ufps/6556https://doi.org/10.1088/1742-6596/1938/1/012012The historical investigation of stresses in a clay material is essential to predict the compressible behaviour of a soil layer that, in most cases functions as a foundation support of superstructures. Because the stresses underwent in the geological past provide useful information to understand the response of the soil today. There are numerous methods for the interpretation of the preconsolidation stress, defined by the standard unidimensional consolidation test. The concept of preconsolidation stress is extremely useful in the geotechnical field to analyze and estimate settlements in a clay deposit, in addition to normalizing other parameters for comparative purposes. Through mineralogical analysis and consolidation tests based on different models for the estimation of the vertical consolidation coefficient, preconsolidation stress is evaluated by applying disparate constitutive methods. In order to observe the dispersion of results for a particular soil. A new technique is proposed for the determination of the preconsolidation stress prescribed in differential terms and with a high degree of objective interpretation.07 páginasapplication/pdfengJournal of Physics: Conference SeriesReino UnidoJournal of Physics: Conference Series. Vol.1938 N°.1. (2021)Vol. 1938 N°.1. (2021)71(2021)11938Martinez, J. H., Ruge, J. C., & Rojas, J. P. (2021, May). Novel method for stress history analysis in normally consolidated clays. In Journal of Physics: Conference Series (Vol. 1938, No. 1, p. 012012). IOP Publishing.Journal of Physics: Conference SeriesContent from this work may be used under the terms of theCreative Commons Attribution 3.0 licencehttps://creativecommons.org/licenses/by/4.0/info:eu-repo/semantics/openAccesshttp://purl.org/coar/access_right/c_abf2https://iopscience.iop.org/article/10.1088/1742-6596/1938/1/012012/pdfNovel method for stress history analysis in normally consolidated claysArtículo 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_970fb48d4fbd8a85SoilsClay materialsConsolidation coefficientConsolidation testsGeotechnicalMineralogical analysisNormally consolidated clayPreconsolidation stressStress historyClay depositsBerry P, Reid D 1993 Mecánica de Suelos (New York: McGraw-Hill)Casagrande A 1932 Structure of clay and its importance in foundation engineering Journal of Boston Society Civil Engineers 19(14) 168Umar M and Sadrekarimi A 2017 Accuracy of determining pre-consolidation pressure from laboratory tests Canadian Geotechnical Journal 54 441Jamiolkowski M, Ladd C C, Germaine J T, Lancelotta R 1985 New developments in field and laboratory testing of soils Proceedings of the 11th International Conference on Soil Mechanics and Foundation Engineering ed Balkema A A (San Francisco: CRC Press) p 35Ladd C C, Foott R 1974 New design procedure for stability of soft clays Journal of Geotechnical and Geoenvironmental Engineering 100 763Mesri G 1975 New design procedure for stability of soft clays Journal of Geotechnical and Geoenvironmental Engineering 101 409Wang L B, Frost J D 2004 Dissipated strain energy method for determining preconsolidation pressure Canadian Geotechnical Journal 41 760Rangeard D, Perrot A, Picandet V, Mélinge Y, Estellé P 2015 Determination of the consolidation coefficient of low compressibility materials: application to fresh cement-based materials Materials and Structures 48 1475Burmister D M 1942 Laboratory Investigations of soils at flushing Meadow Park Transactions of the American Society of Civil Engineers 107(1) 187Burmister D M 1951 The application of controlled test methods in consolidation testing Symposium on Consolidation Testing of Soils ed Burister D (West Conshohocken: ASTM International) p 83Ohira Y 1969 Some investigation of the relationship between consolidation pressure and void ratio on the poor soils The Memoirs of Defense Academy 9 311Clementino RV 2005 Discussion of an oedometer test study on the preconsolidation stress of glaciomarine clays Canadian Geotechnical Journal 40 857Grozic J L, Lunne T, Pande S 2003 An oedometer test study on the preconsolidation stress of glaciomarine clays Canadian Geotechnical Journal 40 857Butterfield R 1979 A natural compression law for soils Geotechnique 29 469Jose B T, Sridharan A, Abraham B M 1989 Log-log method for determination of preconsolidation pressure Geotechnical Testing Journal 12(3) 230Sridharan A, Abraham B M, Jose B T 1991 Improved technique for estimation of preconsolidation pressure Geotechnique 41 263Prakash K, Sridharan A 2020 Log–Log Method of Pre-consolidation/Yield Stress Determination: An Appraisal Geotechnical and Geological Engineering 38 947Prakash K, Sridharan A, Prasanna H S 2014 Compaction induced yield stress Geotechnical and Geological Engineering 32 311Tremblay H, Leroueil S, Locat J 2001 Mechanical improvement and vertical yield stress prediction of clayey soils from eastern Canada treated with lime or cement Canadian Geotechnical Journal 38 567Boone S J 2010 A critical reappraisal of “preconsolidation pressure” interpretations using the oedometer test Canadian Geotechnical Journal 47 281Onitsuka K, Hong Z, Hara, Y, Shigeki Y 1995 Interpretation of oedometer test data for natural clays Soils and Foundations 35 61Oikawa H 1987 Compression curve of soft soils Soils and Foundations 27 99Jacobsen H M 1992 Bestemmelse af forbelastningstryk i laboratoriet Proceedings of Nordiske Geotechnikermonde (Aalborg: Dansk Geoteknisk Forening) p 455Pinto C S 1992 Distinguished aspect of Pacheco Silva’s activities Brazilian Geotechnical Journal 15 49American Society for Testing and Materials (ASTM) 2017 Standard Test Methods for Liquid Limit, Plastic Limit, and Plasticity Index of Soil, ASTM D4318-17e1 2017 (United States of America: American Society for Testing and Materials)Taylor D W 1948 Fundamentals of Soil Mechanics (New York: John Wiley and Sons Inc)Asaoka A 1978 Observational procedure of settlement prediction Soils & Found 18 89Schmertmann J M 1955 The undisturbed consolidation of clay Transactions of the American Society of Civil Engineers 120 1201Bowles J E 1989 Physical and Geotechnical Properties of Soils (New York: McGraw-Hill Book)American Society for Testing and Materials (ASTM) 2020 Standard Test Methods for One-Dimensional Consolidation Properties of Soils Using Incremental Loading, ASTM D2435 (United States of America: American Society for Testing and Materials)ORIGINALMartinez_2021_J._Phys.__Conf._Ser._1938_012012.pdfMartinez_2021_J._Phys.__Conf._Ser._1938_012012.pdfapplication/pdf1100719https://repositorio.ufps.edu.co/bitstream/ufps/6556/1/Martinez_2021_J._Phys.__Conf._Ser._1938_012012.pdf7049ba9e2e7206ec5ff4552a8546cdf8MD51open accessLICENSElicense.txtlicense.txttext/plain; charset=utf-814828https://repositorio.ufps.edu.co/bitstream/ufps/6556/2/license.txt2f9959eaf5b71fae44bbf9ec84150c7aMD52open accessTEXTMartinez_2021_J._Phys.__Conf._Ser._1938_012012.pdf.txtMartinez_2021_J._Phys.__Conf._Ser._1938_012012.pdf.txtExtracted texttext/plain23087https://repositorio.ufps.edu.co/bitstream/ufps/6556/3/Martinez_2021_J._Phys.__Conf._Ser._1938_012012.pdf.txtf9ee1acb4f5981f4391715c69746804fMD53open accessTHUMBNAILMartinez_2021_J._Phys.__Conf._Ser._1938_012012.pdf.jpgMartinez_2021_J._Phys.__Conf._Ser._1938_012012.pdf.jpgGenerated 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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.
0000-0003-2682-988096cb752d974d2a7f4f66513af6ebbf8d600 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