Evaluation of concrete self-healing with different insertion techniques of chemical and bacterial solutions
This study analyzed the healing potential of concrete when using bacterial solutions and chemical solutions, evaluating different materials that can be used for its encapsulation. To encapsulate the agents, expanded clay and expanded perlite were used. To analyze the effectiveness of healing, visual...
- Autores:
-
Pacheco F.
Loeff A.
Müller V.
Ehrenbring H.Z.
Christ R.
Modolo R.C.E.
Oliveira M.F.
Tutikian B.F.
- Tipo de recurso:
- Article of investigation
- Fecha de publicación:
- 2022
- Institución:
- Corporación Universidad de la Costa
- Repositorio:
- REDICUC - Repositorio CUC
- Idioma:
- eng
- OAI Identifier:
- oai:repositorio.cuc.edu.co:11323/13678
- Acceso en línea:
- https://hdl.handle.net/11323/13678
https://repositorio.cuc.edu.co/
- Palabra clave:
- Bioconcrete
Self-healing
Self-repairing
Fissure
Bacteria
- Rights
- openAccess
- License
- Atribución 4.0 Internacional (CC BY 4.0)
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Evaluation of concrete self-healing with different insertion techniques of chemical and bacterial solutions |
| title |
Evaluation of concrete self-healing with different insertion techniques of chemical and bacterial solutions |
| spellingShingle |
Evaluation of concrete self-healing with different insertion techniques of chemical and bacterial solutions Bioconcrete Self-healing Self-repairing Fissure Bacteria |
| title_short |
Evaluation of concrete self-healing with different insertion techniques of chemical and bacterial solutions |
| title_full |
Evaluation of concrete self-healing with different insertion techniques of chemical and bacterial solutions |
| title_fullStr |
Evaluation of concrete self-healing with different insertion techniques of chemical and bacterial solutions |
| title_full_unstemmed |
Evaluation of concrete self-healing with different insertion techniques of chemical and bacterial solutions |
| title_sort |
Evaluation of concrete self-healing with different insertion techniques of chemical and bacterial solutions |
| dc.creator.fl_str_mv |
Pacheco F. Loeff A. Müller V. Ehrenbring H.Z. Christ R. Modolo R.C.E. Oliveira M.F. Tutikian B.F. |
| dc.contributor.author.none.fl_str_mv |
Pacheco F. Loeff A. Müller V. Ehrenbring H.Z. Christ R. Modolo R.C.E. Oliveira M.F. Tutikian B.F. |
| dc.subject.proposal.eng.fl_str_mv |
Bioconcrete Self-healing Self-repairing Fissure Bacteria |
| topic |
Bioconcrete Self-healing Self-repairing Fissure Bacteria |
| description |
This study analyzed the healing potential of concrete when using bacterial solutions and chemical solutions, evaluating different materials that can be used for its encapsulation. To encapsulate the agents, expanded clay and expanded perlite were used. To analyze the effectiveness of healing, visual analysis techniques were performed using a high-precision optical microscope and 3D microtomography. The results pointed to a better performance of the BAC.AE (bacterial solution in expanded clay) trait, using bacterial solution encapsulated in expanded clay, which was able to heal cracks of up to 0.57mm, with the traits BAC.PE (bacterial solution in expanded perlite), bacterial solution encapsulated in expanded perlite, and SS (sodium silicate), chemical solution added at the time of molding in replacement of water, healed cracks of 0.16 mm and 0.29 mm respectively. |
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2022 |
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2022-01-01 |
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2024-11-12T13:43:03Z |
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2024-11-12T13:43:03Z |
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Artículo de revista |
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Pacheco, F., Loeff, A., Muller, V., Zamis Ehrenbring, H., Christ, R., Modolo, R., de Oliveira, M. F., & Tutikian, B. (2022). Analysis of the self-regeneration of cementitious matrices through different methods of insertion of chemical and bacterial solutions. Revista ALCONPAT, 12(1), 32 - 46. https://doi.org/10.21041/ra.v12i1.559 |
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2007-6835 |
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https://hdl.handle.net/11323/13678 |
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10.21041/ra.v12i1.559 |
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Corporación Universidad de la Costa |
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REDICUC - Repositorio CUC |
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https://repositorio.cuc.edu.co/ |
| identifier_str_mv |
Pacheco, F., Loeff, A., Muller, V., Zamis Ehrenbring, H., Christ, R., Modolo, R., de Oliveira, M. F., & Tutikian, B. (2022). Analysis of the self-regeneration of cementitious matrices through different methods of insertion of chemical and bacterial solutions. Revista ALCONPAT, 12(1), 32 - 46. https://doi.org/10.21041/ra.v12i1.559 2007-6835 10.21041/ra.v12i1.559 Corporación Universidad de la Costa REDICUC - Repositorio CUC |
| url |
https://hdl.handle.net/11323/13678 https://repositorio.cuc.edu.co/ |
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eng |
| language |
eng |
| dc.relation.ispartofjournal.none.fl_str_mv |
Revista Alconpat |
| dc.relation.references.none.fl_str_mv |
Associação Brasileira de Normas Técnicas (2005), NBR 13279: Argamassa para assentamento e revestimento de paredes e tetos - Determinação da resistência à tração na flexão e à compressão. Rio de Janeiro. Associação Brasileira de Normas Técnicas (2015), NBR 5738: Concreto - Procedimento para moldagem e cura de corpos de prova. Rio de Janeiro. Associação Brasileira de Normas Técnicas (2018), NBR 5739: Concreto - Ensaio de compressão de corpos de prova cilíndricos. Rio de Janeiro Associação Brasileira de Normas Técnicas (2014), NBR 6118: Projeto de estruturas de concreto – Procedimento. Rio de Janeiro. Associação Brasileira de Normas Técnicas (2003), NBR NM 248: Agregados - Determinação da composição granulométrica. Rio de Janeiro. Associação Brasileira de Normas Técnicas (2006), NBR NM 45: Agregados - Determinação da massa unitária e do volume de vazios. Rio de Janeiro. Associação Brasileira de Normas Técnicas (2005), NBR NM 52: Agregado miúdo - Determinação de massa específica e massa específica aparente. Rio de Janeiro. Achal, V., Mukherjee, A., Reddy, M. S. (2011), Effect of calcifying bacteria on permeation properties of concrete structures. Journal of Industrial Microbiology and Biotechnology. 38:1229- 1234, http://dx.doi.org/10.1007/s10295-010-0901-8 Al-Tabbaa, A., Litina, C., Giannaros, P., Kanellopoulos, A., Souza, L. (2019), First UK field application and performance of microcapsule-based self-healing concrete. Construction and Building Materials. 208:669-685, https://doi.org/10.1016/j.conbuildmat.2019.02.178 Alghamri, R., Kanellopoulos, A., Al-Tabbaa, A (2016), Impregnation and encapsulation of lightweight aggregates for self-healing concrete. Construction and Building Materials. 124:910- 921, https://doi.org/10.1016/j.conbuildmat.2016.07.143 Carmona Filho, A., Carmona, T. (2013), “Fissuração nas estruturas de concreto”. Boletim Técnico ALCONPAT Internacional. Cappellesso, V. G. (2018), “Avaliação da autocicatrização de fissuras em concretos com diferentes cimentos”, Dissertação de Mestrado em Engenharia, Universidade Federal do Rio Grande do Sul, Porto Alegre. Chemrouk, M. (2015), The deteriorations of reinforced concrete and the option of high performances reinforced concrete. Procedia Engineering. 125:713-724, https://doi.org/10.1016/j.proeng.2015.11.112 Gupta, S., Pang, S. D., Kua, H. W (2017), Autonomous healing in concrete by bio-based healing agents – A review. Construction and Building Materials. 146:419-428, https://doi.org/10.1016/j.conbuildmat.2017.04.111 JIANG, L. et al. Sugar-coated expanded perlite as a bacterial carrier for crack-healing concrete applications. Construction and Building Materials, v. 232, p. 117222, 2020, https://doi.org/10.1016/j.conbuildmat.2019.117222 Jonkers, H. M. (2011), Bacteria-based self-healing concrete. Frankfurter Afrikanistische Blätter. 8:49-79. Jonkers, H. M., Thijssen, A. (2010). “Bacteria Mediated Remediation of Concrete Strutures” in: K. van Breugel, G. Ye, Y. Yuan (Eds.), 2nd International Symposium on Service Life Design for Infrastructure, [S. l.], pp. 833-840. Krishnapriya, S., Babu, D. L. V., Arulraj, G. P. (2015), Isolation and identification of 60 bacteria to improve the strength of concrete. Microbiological Research. 174:48-55, https://doi.org/10.1016/j.micres.2015.03.009 Li, V. C., Herbert, E. (2012), Robust Self-Healing Concrete for Sustainable Infrastructure. Journal of Advanced Concrete Technology. 10:207-218, https://doi.org/10.3151/jact.10.207 LIU, C et al. (2021), Experimental and analytical study on the flexural rigidity of microbial selfhealing concrete based on recycled coarse aggregate (RCA). Construction and Building Materials, Vol 85, https://doi.org/10.1016/j.conbuildmat.2021.122941 Lottermann, A. F. (2013), “Patologias em estruturas de concreto: estudo de caso”, Monografia, Universidade Regional do Noroeste do Estado do Rio Grande do Sul, p. 66. Maddalena, R., Taha, H., Gardner, D. (2021), Self-healing potential of supplementary cementitious materials in cement mortars: sorptivity and pore structure. Developments in the built environment, Vol 6, https://doi.org/10.1016/j.dibe.2021.100044 Mehta, P. K., Monteiro, P. J. (2014), “Concreto: microestrutura, propriedades e materiais”. IBRACON, São Paulo, Brasil, p. 782. Milla, J. et al. (2019), Measuring the crack-repair efficiency of steel fiber reinforced concrete beams with microencapsulated calcium nitrate. Construction and Building Materials, v. 201, p. 526–538, https://doi.org/10.1016/j.conbuildmat.2018.12.193 Pacheco, F. (2020), “Análise da confiabilidade dos mecanismos de autorregeneração do concreto em ambientes agressivos de exposição”, Tese de Doutorado em Engenharia Civil, Universidade do Vale do Rio dos Sinos, p. 348. Patel, P. (2015), Helping Concrete Heal Itself. ACS Central Science. 1(9):470-472. Pelletier, M. M., Brown, R., Sshukla, A., Bose, A. (2011), Selfhealing concrete with a microencapsulated healing agent. University of Rhode Island, Kingston, RI, USA. Rais, M. S., Khan, R. A. (2021), Experimental investigation on the strength and durability properties of bacterial self-healing recycled aggregate concrete with mineral admixtures. Construction and Building Materials. Vol 306, Nov 2021, https://doi.org/10.1016/j.conbuildmat.2021.124901 Ramachandran, S. K., Ramakrishnan, V., Bang, S. S. (2001), Remediation of concrete using microorganisms, ACI Mater. J. 98(1). Schwantes-Cezario, N., Nogueira, G. S. F., Toralles, B. M. (2017), Biocimentação de compósitos cimentícios mediante adição de esporos de B. subtilis AP91. Revista de Engenharia Civil IMED. 4(2):142-158, https://doi.org/10.18256/2358-6508.2017.v4i2.2072 Seifan, M., Samani, A. K. and Berenjian, A. (2016), Bioconcrete: next generation of selfhealing concrete, Applied Microbiology and Biotechnology. 100:2591-2602, https://doi.org/10.1007/s00253-016-7316-z Sisomphon, K., Copuroglu, O., Fraaij, A. (2011), Application of encapsulated lightweight aggregate impregnated with sodium monofluorophosphate as a selfhealing agent in blast furnace slag mortar. Heron. 56(1-2):17-36. Souradeep, G., Kua, H. W. (2016), Encapsulation Technology and Techniques in Self-Healing Concrete. Journal of Materials in Civil Engineering. 25:864-870, https://doi.org/10.1061/(ASCE)MT.1943-5533.0001687 Stanaszek-Tomal, E. (2020), Bacterial Concrete as a Sustainable Building Material? 2020. Sustainability, 12, 696; http://doi:10.3390/su12020696 Tittelboom, K. V., De Belie, N. (2013), Self-Healing in Cementitious Materials - A Review. Materials. 6:2182-2217. https://doi.org/10.3390/ma6062182 Van Breugel, K. (2007). “Is there a market for self-healing cement-based materials?” in: First International Conference on Self Healing Materials, Noordwijk aan Zee (Netherlands), pp. 1-9. Xu et al. (2020), Application of ureolysis-based microbial CaCO3 precipitation in self-healing of concrete and inhibition of reinforcement corrosion. Construction and Building Materials, Vol 265, https://doi.org/10.1016/j.conbuildmat.2020.120364 Wan, P, et al. (2021), Self-healing properties of asphalt concrete containing responsive calcium alginate/nano-Fe3O4 composite capsules via microwave irradiation. Construction and Building Materials, Vol 310, https://doi.org/10.1016/j.conbuildmat.2021.125258 Wang, J., Dewanckele, J., Cnudde, V., Vlierbergue, S. V., Verstraete, W., De Belie, N. (2014), Xray computed tomography proof of bacterial-based self-healing in concrete. Cement and Concrete Composites. 53:289-304, https://doi.org/10.1016/j.cemconcomp.2014.07.014 Wang, J. et al. (2017), Bacillus sphaericus LMG 22257 is physiologically suitable for self-healing concrete. Applied Microbiology and Biotechnology, v. 101, n. 12, p. 5101–5114, https://doi.org/10.1007/s00253-017-8260-2 Yang, J., Jiang, G. (2003), Experimental study on properties of pervious concrete pavement materials, Cement and Concrete Research. 33:381-386, https://doi.org/10.1016/S0008- 8846(02)00966-3 Zhang, X et al. (2021), Effects of carrier on the performance of bacteria-based self-healing concrete. Construction and Building Materials, Vol 305, https://doi.org/10.1016/j.conbuildmat.2021.124771 |
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© 2022ALCONPAT Internacional |
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Atribución 4.0 Internacional (CC BY 4.0) |
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15 páginas |
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Asociacion Latinoamericana de Control de Calidad, Patologia y Recuperacion de la Construccion |
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Atribución 4.0 Internacional (CC BY 4.0)© 2022ALCONPAT Internacionalhttps://creativecommons.org/licenses/by/4.0/info:eu-repo/semantics/openAccesshttp://purl.org/coar/access_right/c_abf2Pacheco F.Loeff A.Müller V.Ehrenbring H.Z.Christ R.Modolo R.C.E.Oliveira M.F.Tutikian B.F.2024-11-12T13:43:03Z2024-11-12T13:43:03Z2022-01-01Pacheco, F., Loeff, A., Muller, V., Zamis Ehrenbring, H., Christ, R., Modolo, R., de Oliveira, M. F., & Tutikian, B. (2022). Analysis of the self-regeneration of cementitious matrices through different methods of insertion of chemical and bacterial solutions. Revista ALCONPAT, 12(1), 32 - 46. https://doi.org/10.21041/ra.v12i1.5592007-6835https://hdl.handle.net/11323/1367810.21041/ra.v12i1.559Corporación Universidad de la CostaREDICUC - Repositorio CUChttps://repositorio.cuc.edu.co/This study analyzed the healing potential of concrete when using bacterial solutions and chemical solutions, evaluating different materials that can be used for its encapsulation. To encapsulate the agents, expanded clay and expanded perlite were used. To analyze the effectiveness of healing, visual analysis techniques were performed using a high-precision optical microscope and 3D microtomography. The results pointed to a better performance of the BAC.AE (bacterial solution in expanded clay) trait, using bacterial solution encapsulated in expanded clay, which was able to heal cracks of up to 0.57mm, with the traits BAC.PE (bacterial solution in expanded perlite), bacterial solution encapsulated in expanded perlite, and SS (sodium silicate), chemical solution added at the time of molding in replacement of water, healed cracks of 0.16 mm and 0.29 mm respectively.15 páginasapplication/pdfengAsociacion Latinoamericana de Control de Calidad, Patologia y Recuperacion de la ConstruccionMéxicohttps://revistaalconpat.org/index.php/RA/article/view/559Evaluation of concrete self-healing with different insertion techniques of chemical and bacterial solutionsArtículo 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_970fb48d4fbd8a85Revista AlconpatAssociação Brasileira de Normas Técnicas (2005), NBR 13279: Argamassa para assentamento e revestimento de paredes e tetos - Determinação da resistência à tração na flexão e à compressão. Rio de Janeiro.Associação Brasileira de Normas Técnicas (2015), NBR 5738: Concreto - Procedimento para moldagem e cura de corpos de prova. Rio de Janeiro.Associação Brasileira de Normas Técnicas (2018), NBR 5739: Concreto - Ensaio de compressão de corpos de prova cilíndricos. Rio de JaneiroAssociação Brasileira de Normas Técnicas (2014), NBR 6118: Projeto de estruturas de concreto – Procedimento. Rio de Janeiro.Associação Brasileira de Normas Técnicas (2003), NBR NM 248: Agregados - Determinação da composição granulométrica. Rio de Janeiro.Associação Brasileira de Normas Técnicas (2006), NBR NM 45: Agregados - Determinação da massa unitária e do volume de vazios. Rio de Janeiro.Associação Brasileira de Normas Técnicas (2005), NBR NM 52: Agregado miúdo - Determinação de massa específica e massa específica aparente. Rio de Janeiro.Achal, V., Mukherjee, A., Reddy, M. S. (2011), Effect of calcifying bacteria on permeation properties of concrete structures. Journal of Industrial Microbiology and Biotechnology. 38:1229- 1234, http://dx.doi.org/10.1007/s10295-010-0901-8Al-Tabbaa, A., Litina, C., Giannaros, P., Kanellopoulos, A., Souza, L. (2019), First UK field application and performance of microcapsule-based self-healing concrete. Construction and Building Materials. 208:669-685, https://doi.org/10.1016/j.conbuildmat.2019.02.178Alghamri, R., Kanellopoulos, A., Al-Tabbaa, A (2016), Impregnation and encapsulation of lightweight aggregates for self-healing concrete. Construction and Building Materials. 124:910- 921, https://doi.org/10.1016/j.conbuildmat.2016.07.143Carmona Filho, A., Carmona, T. (2013), “Fissuração nas estruturas de concreto”. Boletim Técnico ALCONPAT Internacional.Cappellesso, V. G. (2018), “Avaliação da autocicatrização de fissuras em concretos com diferentes cimentos”, Dissertação de Mestrado em Engenharia, Universidade Federal do Rio Grande do Sul, Porto Alegre.Chemrouk, M. (2015), The deteriorations of reinforced concrete and the option of high performances reinforced concrete. Procedia Engineering. 125:713-724, https://doi.org/10.1016/j.proeng.2015.11.112Gupta, S., Pang, S. D., Kua, H. W (2017), Autonomous healing in concrete by bio-based healing agents – A review. Construction and Building Materials. 146:419-428, https://doi.org/10.1016/j.conbuildmat.2017.04.111JIANG, L. et al. Sugar-coated expanded perlite as a bacterial carrier for crack-healing concrete applications. Construction and Building Materials, v. 232, p. 117222, 2020, https://doi.org/10.1016/j.conbuildmat.2019.117222Jonkers, H. M. (2011), Bacteria-based self-healing concrete. Frankfurter Afrikanistische Blätter. 8:49-79.Jonkers, H. M., Thijssen, A. (2010). “Bacteria Mediated Remediation of Concrete Strutures” in: K. van Breugel, G. Ye, Y. Yuan (Eds.), 2nd International Symposium on Service Life Design for Infrastructure, [S. l.], pp. 833-840.Krishnapriya, S., Babu, D. L. V., Arulraj, G. P. (2015), Isolation and identification of 60 bacteria to improve the strength of concrete. Microbiological Research. 174:48-55, https://doi.org/10.1016/j.micres.2015.03.009Li, V. C., Herbert, E. (2012), Robust Self-Healing Concrete for Sustainable Infrastructure. Journal of Advanced Concrete Technology. 10:207-218, https://doi.org/10.3151/jact.10.207LIU, C et al. (2021), Experimental and analytical study on the flexural rigidity of microbial selfhealing concrete based on recycled coarse aggregate (RCA). Construction and Building Materials, Vol 85, https://doi.org/10.1016/j.conbuildmat.2021.122941Lottermann, A. F. (2013), “Patologias em estruturas de concreto: estudo de caso”, Monografia, Universidade Regional do Noroeste do Estado do Rio Grande do Sul, p. 66.Maddalena, R., Taha, H., Gardner, D. (2021), Self-healing potential of supplementary cementitious materials in cement mortars: sorptivity and pore structure. Developments in the built environment, Vol 6, https://doi.org/10.1016/j.dibe.2021.100044Mehta, P. K., Monteiro, P. J. (2014), “Concreto: microestrutura, propriedades e materiais”. IBRACON, São Paulo, Brasil, p. 782.Milla, J. et al. (2019), Measuring the crack-repair efficiency of steel fiber reinforced concrete beams with microencapsulated calcium nitrate. Construction and Building Materials, v. 201, p. 526–538, https://doi.org/10.1016/j.conbuildmat.2018.12.193Pacheco, F. (2020), “Análise da confiabilidade dos mecanismos de autorregeneração do concreto em ambientes agressivos de exposição”, Tese de Doutorado em Engenharia Civil, Universidade do Vale do Rio dos Sinos, p. 348.Patel, P. (2015), Helping Concrete Heal Itself. ACS Central Science. 1(9):470-472. Pelletier, M. M., Brown, R., Sshukla, A., Bose, A. (2011), Selfhealing concrete with a microencapsulated healing agent. University of Rhode Island, Kingston, RI, USA.Rais, M. S., Khan, R. A. (2021), Experimental investigation on the strength and durability properties of bacterial self-healing recycled aggregate concrete with mineral admixtures. Construction and Building Materials. Vol 306, Nov 2021, https://doi.org/10.1016/j.conbuildmat.2021.124901Ramachandran, S. K., Ramakrishnan, V., Bang, S. S. (2001), Remediation of concrete using microorganisms, ACI Mater. J. 98(1).Schwantes-Cezario, N., Nogueira, G. S. F., Toralles, B. M. (2017), Biocimentação de compósitos cimentícios mediante adição de esporos de B. subtilis AP91. Revista de Engenharia Civil IMED. 4(2):142-158, https://doi.org/10.18256/2358-6508.2017.v4i2.2072Seifan, M., Samani, A. K. and Berenjian, A. (2016), Bioconcrete: next generation of selfhealing concrete, Applied Microbiology and Biotechnology. 100:2591-2602, https://doi.org/10.1007/s00253-016-7316-zSisomphon, K., Copuroglu, O., Fraaij, A. 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ara ejercer estos derechos sobre la Obra tal y como se indica a continuación:</p>
    <ol type="a">
      <li>Reproducir la Obra, incorporar la Obra en una o más Obras Colectivas, y reproducir la Obra incorporada en las Obras Colectivas.</li>
      <li>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.</li>
      <li>Distribuir copias de las Obras Derivadas que se generen, exhibirlas públicamente, ejecutarlas públicamente y/o ponerlas a disposición pública.</li>
    </ol>
    <p>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).</p>
  </li>
  <br/>
  <li>
    Restricciones.
    <p>La licencia otorgada en la anterior Sección 3 está expresamente sujeta y limitada por las siguientes restricciones:</p>
    <ol type="a">
      <li>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).</li>
      <li>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.</li>
      <li>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.</li>
      <li>
        Para evitar toda confusión, el Licenciante aclara que, cuando la obra es una composición musical:
        <ol type="i">
          <li>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.</li>
          <li>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.</li>
        </ol>
      </li>
      <li>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.</li>
    </ol>
  </li>
  <br/>
  <li>
    Representaciones, Garantías y Limitaciones de Responsabilidad.
    <p>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.</p>
  </li>
  <br/>
  <li>
    Limitación de responsabilidad.
    <p>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.</p>
  </li>
  <br/>
  <li>
    Término.
    <ol type="a">
      <li>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.</li>
      <li>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.</li>
    </ol>
  </li>
  <br/>
  <li>
    Varios.
    <ol type="a">
      <li>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.</li>
      <li>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.</li>
      <li>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.</li>
      <li>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.</li>
    </ol>
  </li>
  <br/>
</ol>
 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