Implementation of hospital waste replacing stony aggregates in non-structural concrete mixes of low resistance
A non-structural concrete mix was elaborated with a resistance of 14.5 Megapascals under the parameters indicated in the American Concrete Institute (ACI), ASTM and the Colombian Technical Standards (NTC). Six mixing cylinders were made with the concrete mix to test their mechanical resistance using...
- Autores:
-
Hurtado-Figueroa, Oswaldo
Rojas Suárez, Jhan Piero
Cárdenas-Gutiérrez, Javier Alfonso
- Tipo de recurso:
- Article of journal
- Fecha de publicación:
- 2018
- Institución:
- Universidad Francisco de Paula Santander
- Repositorio:
- Repositorio Digital UFPS
- Idioma:
- eng
- OAI Identifier:
- oai:repositorio.ufps.edu.co:ufps/1275
- Acceso en línea:
- http://repositorio.ufps.edu.co/handle/ufps/1275
https://doi.org/10.12988/ces.2018.810545
- Palabra clave:
- Waste
Concrete
Resistance
- Rights
- openAccess
- License
- © 2018 Oswaldo Hurtado-Figueroa et al.
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Implementation of hospital waste replacing stony aggregates in non-structural concrete mixes of low resistance |
| title |
Implementation of hospital waste replacing stony aggregates in non-structural concrete mixes of low resistance |
| spellingShingle |
Implementation of hospital waste replacing stony aggregates in non-structural concrete mixes of low resistance Waste Concrete Resistance |
| title_short |
Implementation of hospital waste replacing stony aggregates in non-structural concrete mixes of low resistance |
| title_full |
Implementation of hospital waste replacing stony aggregates in non-structural concrete mixes of low resistance |
| title_fullStr |
Implementation of hospital waste replacing stony aggregates in non-structural concrete mixes of low resistance |
| title_full_unstemmed |
Implementation of hospital waste replacing stony aggregates in non-structural concrete mixes of low resistance |
| title_sort |
Implementation of hospital waste replacing stony aggregates in non-structural concrete mixes of low resistance |
| dc.creator.fl_str_mv |
Hurtado-Figueroa, Oswaldo Rojas Suárez, Jhan Piero Cárdenas-Gutiérrez, Javier Alfonso |
| dc.contributor.author.none.fl_str_mv |
Hurtado-Figueroa, Oswaldo Rojas Suárez, Jhan Piero Cárdenas-Gutiérrez, Javier Alfonso |
| dc.subject.proposal.eng.fl_str_mv |
Waste Concrete Resistance |
| topic |
Waste Concrete Resistance |
| description |
A non-structural concrete mix was elaborated with a resistance of 14.5 Megapascals under the parameters indicated in the American Concrete Institute (ACI), ASTM and the Colombian Technical Standards (NTC). Six mixing cylinders were made with the concrete mix to test their mechanical resistance using the compressive resistance test, 3 were tested on day 7 and the 3 left were tested on day 28, the tests were performed in the IBERFEST machine, located in the laboratory of resistance of materials of the University Francisco de Paula Santander in the city of Cucuta, Colombia. The results were averaged to obtain the data of interest. Hospital solid waste was treated and processed in the Ecosteryl machine 250C, located in the environmental technology park Guayabal, Cucuta. The processes for the treatment of the waste material were performed under the established procedures in the Colombian decree 2676 of 2000. Taking particles, no bigger than 20mm of waste material, 2.5, 5 and 7.5% of the total stony aggregate used for the elaboration of the non-structural concrete was replaced, each of the 3 percentages were used for the elaboration of the 6-cylinder mixes (2 of each). The cylinders were tested on days 7 and 28 using the same procedure implemented to the mix of non-structural concrete. With the data obtained from the tests a comparative analysis was performed, identifying the presented characteristics of each. |
| publishDate |
2018 |
| dc.date.issued.none.fl_str_mv |
2018-11-29 |
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2021-11-23T15:01:21Z |
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2021-11-23T15:01:21Z |
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Artículo de revista |
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http://purl.org/coar/resource_type/c_2df8fbb1 |
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Text |
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http://repositorio.ufps.edu.co/handle/ufps/1275 |
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https://doi.org/10.12988/ces.2018.810545 |
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http://repositorio.ufps.edu.co/handle/ufps/1275 https://doi.org/10.12988/ces.2018.810545 |
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eng |
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eng |
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Contemporary Engineering Sciences |
| dc.relation.citationedition.spa.fl_str_mv |
Vol.11 No.100.(2018) |
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4993 |
| dc.relation.citationissue.spa.fl_str_mv |
100(2018) |
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4985 |
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11 |
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Hurtado-Figueroa, O., Rojas-Suarez, J. P., & Cárdenas-Gutiérrez, J. A. (2018). Implementation of Hospital Waste Replacing Stony Aggregates in Non-Structural Concrete Mixes of Low Resistance. Contemporary Engineering Sciences, 11(100), 4985-4993. |
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Contemporary Engineering Sciences |
| dc.rights.eng.fl_str_mv |
© 2018 Oswaldo Hurtado-Figueroa et al. |
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http://purl.org/coar/access_right/c_abf2 |
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info:eu-repo/semantics/openAccess |
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Atribución 4.0 Internacional (CC BY 4.0) |
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© 2018 Oswaldo Hurtado-Figueroa et al. Atribución 4.0 Internacional (CC BY 4.0) http://purl.org/coar/access_right/c_abf2 |
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openAccess |
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09 páginas |
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application/pdf |
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Contemporary Engineering Sciences |
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Bulgaria |
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http://www.m-hikari.com/ces/ces2018/ces97-100-2018/810545.html |
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Hurtado-Figueroa, Oswaldo2f2f50195e4ed523fcb6923a1bd252ef600Rojas Suárez, Jhan Piero96cb752d974d2a7f4f66513af6ebbf8d600Cárdenas-Gutiérrez, Javier Alfonsodd210a6fa11a29d7d1d6933e2f3c68b26002021-11-23T15:01:21Z2021-11-23T15:01:21Z2018-11-29http://repositorio.ufps.edu.co/handle/ufps/1275https://doi.org/10.12988/ces.2018.810545A non-structural concrete mix was elaborated with a resistance of 14.5 Megapascals under the parameters indicated in the American Concrete Institute (ACI), ASTM and the Colombian Technical Standards (NTC). Six mixing cylinders were made with the concrete mix to test their mechanical resistance using the compressive resistance test, 3 were tested on day 7 and the 3 left were tested on day 28, the tests were performed in the IBERFEST machine, located in the laboratory of resistance of materials of the University Francisco de Paula Santander in the city of Cucuta, Colombia. The results were averaged to obtain the data of interest. Hospital solid waste was treated and processed in the Ecosteryl machine 250C, located in the environmental technology park Guayabal, Cucuta. The processes for the treatment of the waste material were performed under the established procedures in the Colombian decree 2676 of 2000. Taking particles, no bigger than 20mm of waste material, 2.5, 5 and 7.5% of the total stony aggregate used for the elaboration of the non-structural concrete was replaced, each of the 3 percentages were used for the elaboration of the 6-cylinder mixes (2 of each). The cylinders were tested on days 7 and 28 using the same procedure implemented to the mix of non-structural concrete. With the data obtained from the tests a comparative analysis was performed, identifying the presented characteristics of each.09 páginasapplication/pdfengContemporary Engineering SciencesBulgariaContemporary Engineering SciencesVol.11 No.100.(2018)4993100(2018)498511Hurtado-Figueroa, O., Rojas-Suarez, J. P., & Cárdenas-Gutiérrez, J. A. (2018). Implementation of Hospital Waste Replacing Stony Aggregates in Non-Structural Concrete Mixes of Low Resistance. Contemporary Engineering Sciences, 11(100), 4985-4993.Contemporary Engineering Sciences© 2018 Oswaldo Hurtado-Figueroa et al.info:eu-repo/semantics/openAccessAtribución 4.0 Internacional (CC BY 4.0)http://purl.org/coar/access_right/c_abf2http://www.m-hikari.com/ces/ces2018/ces97-100-2018/810545.htmlImplementation of hospital waste replacing stony aggregates in non-structural concrete mixes of low resistanceArtículo 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_970fb48d4fbd8a85WasteConcreteResistanceC. Zheng, C. Lou, G. Du, X. Li, Z. Liu and L. Li, Mechanical properties of recycled concrete with demolished waste concrete aggregate and clay brick aggregate, Results Phys., 9 (2018), 1317–1322. https://doi.org/10.1016/j.rinp.2018.04.061K. P. Verian, W. Ashraf and Y. Cao, Properties of recycled concrete aggregate and their influence in new concrete production, Resour. Conserv. Recycl., 133 (2018), 30–49. https://doi.org/10.1016/j.resconrec.2018.02.005Q. Peng, L. Wang and Q. Lu, Influence of recycled coarse aggregate replacement percentage on fatigue performance of recycled aggregate concrete, Constr. Build. Mater., 169 (2018), 347–353. https://doi.org/10.1016/j.conbuildmat.2018.02.196A. Rajor, M. Xaxa, R. Mehta and Kunal, An overview on characterization, utilization and leachate analysis of biomedical waste incinerator ash, J. Environ. Manage., 108 (2012), 36–41. https://doi.org/10.1016/j.jenvman.2012.04.031E. Gidarakos, M. Petrantonaki, K. Anastasiadou and K. W. Schramm, Characterization and hazard evaluation of bottom ash produced from incinerated hospital waste, J. Hazard. Mater., 172 (2009), no. 2–3, 935–942. https://doi.org/10.1016/j.jhazmat.2009.07.080E. Sobiecka, A. Obraniak and B. Antizar-Ladislao, Influence of mixture ratio and pH to solidification/stabilization process of hospital solid waste incineration ash in Portland cement, Chemosphere, 111 (2014), 18–23. https://doi.org/10.1016/j.chemosphere.2014.03.057P. Stoch, M. Ciecińska, A. Stoch, Ł. Kuterasiński and I. Krakowiak, Immobilization of hospital waste incineration ashes in glass-ceramic composites, Ceram. Int., 44 (2018), no. 1, 728–734. https://doi.org/10.1016/j.ceramint.2017.09.238American Society for Testing and Materials (ASTM) 2004, Standard Practice for Making and Curing Concrete Test Specimens in the Field, ASTM C31 (USA: American Society for Testing and Materials).American Society for Testing and Materials (ASTM) 2004, Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens, ASTM C39 (USA: American Society for Testing and Materials).Colombian Technical Standard (NTC) 1966, Portland Cement, NTC30 (COL: Colombian Technical Standard).Colombian Technical Standard (NTC) 1982, Civil engineering and architecture, Portland cement. physical and mechanic specificactions, NTC121 (COL: Colombian Technical Standard).Colombian Technical Standard (NTC) 2001, Cement, methods for chemical analysis of hydraulic cement, NTC184 (COL: Colombian Technical Standard).Colombian Technical Standard (NTC) 1982, Civil engineering and architecture. Portland cement. Chemical specifications, NTC321 (COL: Colombian Technical Standard).Colombian Technical Standard (NTC) 2007, Standard test method for sieve analysis of fine and coarse aggregates, NTC77 (COL: Colombian Technical Standard).Colombian Technical Standard (NTC) 1995, Standard test method for unit weight and voids in aggregates, NTC92 (COL: Colombian Technical Standard).Colombian Technical Standard (NTC) 1995, Standard test method for specific gravity and absortion of coarse aggregate, NTC176 (COL: Colombian Technical Standard).American Society for Testing and Materials (ASTM) 2003, Specification for concrete aggregates, ASTM C33(USA: American Society for Testing and Materials).Colombian Technical Standard (NTC) 2001, Concrete water for making concrete, NTC3459 (COL: Colombian Technical Standard).Presidential Decree of Colombia (2676) 2000, Comprehensive management of hospital and similar waste, decree 2676 of 2000 (COL: Presidency of the Republic of Colombia).ORIGINALImplementation of 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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.
0000-0003-2682-988096cb752d974d2a7f4f66513af6ebbf8d6000000-0002-9894-0177dd210a6fa11a29d7d1d6933e2f3c68b2600 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