Determination of soil Infiltration values with In situ tests and direct moisture and precipitation measurements
Rain events are the cause of many landslides that occur on slopes causing a loss of strength by decreasing the effective tension. In this article, it performs the geo-mechanical characterization of a soil slope located in Colombia which has been defined as a zone of instability, where there is instr...
- Autores:
-
Escorcia González, Natalia
Fresneda Saldarriaga, César
Verbel Almario, Camilo
Porras Salcedo, Dunevar
- Tipo de recurso:
- Article of investigation
- Fecha de publicación:
- 2023
- Institución:
- Corporación Universidad de la Costa
- Repositorio:
- REDICUC - Repositorio CUC
- Idioma:
- eng
- OAI Identifier:
- oai:repositorio.cuc.edu.co:11323/13824
- Acceso en línea:
- https://hdl.handle.net/11323/13824
https://repositorio.cuc.edu.co/
- Palabra clave:
- Geotechnical characterization
Geotechnical instrumentation
Disaster prevention
Landslides
- Rights
- openAccess
- License
- Atribución 4.0 Internacional (CC BY 4.0)
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Determination of soil Infiltration values with In situ tests and direct moisture and precipitation measurements |
| title |
Determination of soil Infiltration values with In situ tests and direct moisture and precipitation measurements |
| spellingShingle |
Determination of soil Infiltration values with In situ tests and direct moisture and precipitation measurements Geotechnical characterization Geotechnical instrumentation Disaster prevention Landslides |
| title_short |
Determination of soil Infiltration values with In situ tests and direct moisture and precipitation measurements |
| title_full |
Determination of soil Infiltration values with In situ tests and direct moisture and precipitation measurements |
| title_fullStr |
Determination of soil Infiltration values with In situ tests and direct moisture and precipitation measurements |
| title_full_unstemmed |
Determination of soil Infiltration values with In situ tests and direct moisture and precipitation measurements |
| title_sort |
Determination of soil Infiltration values with In situ tests and direct moisture and precipitation measurements |
| dc.creator.fl_str_mv |
Escorcia González, Natalia Fresneda Saldarriaga, César Verbel Almario, Camilo Porras Salcedo, Dunevar |
| dc.contributor.author.none.fl_str_mv |
Escorcia González, Natalia Fresneda Saldarriaga, César Verbel Almario, Camilo Porras Salcedo, Dunevar |
| dc.subject.proposal.eng.fl_str_mv |
Geotechnical characterization Geotechnical instrumentation Disaster prevention Landslides |
| topic |
Geotechnical characterization Geotechnical instrumentation Disaster prevention Landslides |
| description |
Rain events are the cause of many landslides that occur on slopes causing a loss of strength by decreasing the effective tension. In this article, it performs the geo-mechanical characterization of a soil slope located in Colombia which has been defined as a zone of instability, where there is instrumentation consisting of a volumetric soil moisture meter and a pluviometric station. With this information, we intend to determine the times of saturation and evacuation of rainwater in the mentioned soil considering too the frequency of events. In that sense, an experimental calibration of moisture meter installed on the site is done, and the Water Retention Characteristic Curve is constructed to determine the variation of the effective efforts as soil moisture and permeability of the material and the relationship is a determined index empty as soil structure to know its maximum saturation level. The main results showed an increase in the correlation of soil moisture as depth increases, on the other hand, the permeability coefficient obtained was low, which is typical of soils with low permeability, a situation that was also evidenced in the differences of the suction curves obtained; additionally it was found that at greater depths more accumulated precipitation is required to reach saturation moisture, which corresponds to the infiltration process in the soils, the void ratio found and the mentioned permeability coefficient. |
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2023 |
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2023-07 |
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2024-11-25T17:59:46Z |
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2024-11-25T17:59:46Z |
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Artículo de revista |
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Natalia Escorcia González , César Fresneda Saldarriaga , Camilo Verbel Almario , Dunevar Porras Salcedo , "Determination of Soil Infiltration Values with In Situ Tests and Direct Moisture and Precipitation Measurements," Civil Engineering and Architecture, Vol. 11, No. 4, pp. 2007 - 2011, 2023. DOI: 10.13189/cea.2023.110424. APA Format: Natalia Escorcia González , César Fresneda Saldarriaga , Camilo Verbel Almario , Dunevar Porras Salcedo (2023). Determination of Soil Infiltration Values with In Situ Tests and Direct Moisture and Precipitation Measurements. Civil Engineering and Architecture, 11(4), 2007 - 2011. DOI: 10.13189/cea.2023.110424. |
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2332-1091 |
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https://hdl.handle.net/11323/13824 |
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10.13189/cea.2023.110424 |
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2332-1121 |
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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/ |
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Natalia Escorcia González , César Fresneda Saldarriaga , Camilo Verbel Almario , Dunevar Porras Salcedo , "Determination of Soil Infiltration Values with In Situ Tests and Direct Moisture and Precipitation Measurements," Civil Engineering and Architecture, Vol. 11, No. 4, pp. 2007 - 2011, 2023. DOI: 10.13189/cea.2023.110424. APA Format: Natalia Escorcia González , César Fresneda Saldarriaga , Camilo Verbel Almario , Dunevar Porras Salcedo (2023). Determination of Soil Infiltration Values with In Situ Tests and Direct Moisture and Precipitation Measurements. Civil Engineering and Architecture, 11(4), 2007 - 2011. DOI: 10.13189/cea.2023.110424. 2332-1091 10.13189/cea.2023.110424 2332-1121 Corporación Universidad de la Costa REDICUC - Repositorio CUC |
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eng |
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Civil engineering and architecture |
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Meza Ochoa, V. E. Partially Saturated Soils, From Research To The University Professorship. Boletín De Ciencias De La Tierra, Vol 31, Pp. 23–38, 2012. Retrieved from https://revistas.unal.edu.co/index.php/rbct/article/view/312 51 Coupé, F., Arboleda G., E., & García L., C. “Villatina: Some Reflections 20 Years after The Tragedy”. Gestión Y Ambiente, Vol. 10, No. 2, Pp. 59-71. May 2007, Retrieved from https://revistas.unal.edu.co/index.php/gestion/article/ view/1410 Aristizábal, E. “Characteristics, Dynamics And Causes Of The Moment In Mass Of The District El Socorro (May 31, 2008) In Medellín”. Revista EIA, Vol.10. Dec 2008, [Online] http://www.scielo.org.co/scielo.php?script=sci_ar ttext&pid=S1794-12372008000200003 Melo, D. “Probable causes of the landslides that occurred in the El Socorro and El Poblado neighborhoods in the Alto Verde urbanization of the municipality of Medellín”. Universidad Nacional de Colombia. [Online] 2008. http://www.bdigital.unal.edu.co/1295/1/44003778_1.pdf. Salvá, M. Velásquez, A. “Failure mechanism in deep-seated landslides on steep slopes in the Aburrá Valley”. Escuela de Ingeniería de Antioquia. [Online] 2014. http://repository.eia.edu.co/bitstream/11190/276/1/CIVI04 13.pdf. Correa, A. Mertens, U. Rodríguez, G. “Collage of tectonic slivers abutting the eastern Romeral Fault System in central Colombia” Journal of South American Earth Sciences (Aug 9, 2020), Vol. 104. Doi: 10.1016/j.jsames.2020.102794 Brosens, L. “Have land use and land cover change affected soil thickness and weathering degree in a subtropical region in Southern Brazil? Insights from applied mid-infrared spectroscopy” Catena (Sep 8, 2021), Vol. 207. Doi: 10.1016/j.catena.2021.105698 ASTM. Standard Test ASTM D2216. Standard Test Methods for Laboratory Determination of Water (Moisture) Content of Soil and Rock by Mass. 2005. ASTM D854. Standard Test Methods for Specific Gravity of Soil Solids by Water Pycnometer. 2014. ASTM D422. Standard Test Method for Particle-Size Analysis of Soils. 2007. ASTM D4318. Standard Test Methods for Liquid Limit, Plastic Limit, and Plasticity Index of Soils. 2017. ASTM D2434. Standard Test Method for Permeability of Granular Soils (Constant Head). 2006. Zhaoran, W. Guijing, L. Zhengkun, Z. “Effect of decomposition water content of natural gas hydrate on permeability and gas production of clay sediments based on numerical simulation” Journal of Natural Gas Science and Engineering (Oct 21, 2022), Vol. 108. Doi: 10.1016/j.jngse.2022.104826 Chuanxin, D. Gang, Y. Tingting Z. “Multiscale study of the influence of promoters on low-plasticity clay stabilized with cement-based composites” Construction and Building Materials, (19 Apr, 2019) Vol. 2013. Pp. 537 – 548. Doi: 10.1016/j.conbuildmat.2019.04.094 Abbaslou, H. Hadifard, H. Reza, A. “Effect of cations and anions on flocculation of dispersive clayey soils” Heliyon (feb 19, 2020), Vol. 6. Doi: 10.1016/j.heliyon.2020.e03462 Zamanian, M. Payan, M. “Impact of bedding plane direction and type of plastic microparticles on stiffness of inherently anisotropic gap-graded soils: Index, wave propagation and micromechanical-based interpretations” Soil Dynamics and Earthquake Engineering (17 Aug, 2021), Vol. 150. Doi: 10.1016/j.soildyn.2021.106924 ASTM D5298. Standard test methods for measurement of soil potential (Suction) using filter paper. 2003. ASTM D3080 - 11 Standard Test Method for Direct Shear Test of Soils Under Consolidated Drained Conditions. 2011. Ping, L. Vanapalli, S, Tonglu, L. “Review of collapse triggering mechanism of collapsible soils due to wetting” Journal of Rock Mechanics and Geotechnical Engineering (18 Jan, 2016), Vol. 8. Pp. 256 – 274. Doi: 10.1016/j.jrmge.2015.12.002 Xu-Tang, X. Lian, S. Jian, H “Effect of wet-dry cycles on shear strength of residual soil” Soil and Foundations (26 March 2021), Vol. 61. Pp. 728 – 797. Doi: 10.1016/j.sandf.2021.03.001 Slusarek, J. Lupiezowic, M. “Analysis of the influence of soil moisture on the stability of a building based on a slope” Engineering Failure Analysis (20 Apr 2020). Vol. 113. Doi: 10.1016/j.engfailanal.2020.104534 K. Prakash, A. Sridharan, H. K. Thejas, and H. M. Swaroop, “A Simplified Approach of Determining the Specific Gravity of Soil Solids,” Geotechnical and Geological Engineering, vol. 30, no. 4, pp. 1063–1067, Aug. 2012, doi: 10.1007/s10706-012-9521-6. Stefanow, D. Dudziński, P.A. “Soil Shear Strength Determination Methods – State Of The Art,” Soil and Tillage Research, Vol. 208. Elsevier B. V., Apr. 01, 2021. Doi: 10.1016/J.Still.2020.10488 |
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Atribución 4.0 Internacional (CC BY 4.0)©2023 by authors, all rights reserved.https://creativecommons.org/licenses/by/4.0/info:eu-repo/semantics/openAccesshttp://purl.org/coar/access_right/c_abf2Escorcia González, NataliaFresneda Saldarriaga, CésarVerbel Almario, CamiloPorras Salcedo, Dunevar2024-11-25T17:59:46Z2024-11-25T17:59:46Z2023-07Natalia Escorcia González , César Fresneda Saldarriaga , Camilo Verbel Almario , Dunevar Porras Salcedo , "Determination of Soil Infiltration Values with In Situ Tests and Direct Moisture and Precipitation Measurements," Civil Engineering and Architecture, Vol. 11, No. 4, pp. 2007 - 2011, 2023. DOI: 10.13189/cea.2023.110424.APA Format: Natalia Escorcia González , César Fresneda Saldarriaga , Camilo Verbel Almario , Dunevar Porras Salcedo (2023). Determination of Soil Infiltration Values with In Situ Tests and Direct Moisture and Precipitation Measurements. Civil Engineering and Architecture, 11(4), 2007 - 2011. DOI: 10.13189/cea.2023.110424.2332-1091https://hdl.handle.net/11323/1382410.13189/cea.2023.1104242332-1121Corporación Universidad de la CostaREDICUC - Repositorio CUChttps://repositorio.cuc.edu.co/Rain events are the cause of many landslides that occur on slopes causing a loss of strength by decreasing the effective tension. In this article, it performs the geo-mechanical characterization of a soil slope located in Colombia which has been defined as a zone of instability, where there is instrumentation consisting of a volumetric soil moisture meter and a pluviometric station. With this information, we intend to determine the times of saturation and evacuation of rainwater in the mentioned soil considering too the frequency of events. In that sense, an experimental calibration of moisture meter installed on the site is done, and the Water Retention Characteristic Curve is constructed to determine the variation of the effective efforts as soil moisture and permeability of the material and the relationship is a determined index empty as soil structure to know its maximum saturation level. The main results showed an increase in the correlation of soil moisture as depth increases, on the other hand, the permeability coefficient obtained was low, which is typical of soils with low permeability, a situation that was also evidenced in the differences of the suction curves obtained; additionally it was found that at greater depths more accumulated precipitation is required to reach saturation moisture, which corresponds to the infiltration process in the soils, the void ratio found and the mentioned permeability coefficient.5 páginasapplication/pdfengHorizon Research PublishingUnited stateshttps://www.hrpub.org/journals/article_info.php?aid=13228Determination of soil Infiltration values with In situ tests and direct moisture and precipitation measurementsArtículo 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_970fb48d4fbd8a85Civil engineering and architectureMeza Ochoa, V. E. Partially Saturated Soils, From Research To The University Professorship. Boletín De Ciencias De La Tierra, Vol 31, Pp. 23–38, 2012. Retrieved from https://revistas.unal.edu.co/index.php/rbct/article/view/312 51Coupé, F., Arboleda G., E., & García L., C. “Villatina: Some Reflections 20 Years after The Tragedy”. Gestión Y Ambiente, Vol. 10, No. 2, Pp. 59-71. May 2007, Retrieved from https://revistas.unal.edu.co/index.php/gestion/article/ view/1410Aristizábal, E. “Characteristics, Dynamics And Causes Of The Moment In Mass Of The District El Socorro (May 31, 2008) In Medellín”. Revista EIA, Vol.10. Dec 2008, [Online] http://www.scielo.org.co/scielo.php?script=sci_ar ttext&pid=S1794-12372008000200003Melo, D. “Probable causes of the landslides that occurred in the El Socorro and El Poblado neighborhoods in the Alto Verde urbanization of the municipality of Medellín”. Universidad Nacional de Colombia. [Online] 2008. http://www.bdigital.unal.edu.co/1295/1/44003778_1.pdf.Salvá, M. Velásquez, A. “Failure mechanism in deep-seated landslides on steep slopes in the Aburrá Valley”. Escuela de Ingeniería de Antioquia. [Online] 2014. http://repository.eia.edu.co/bitstream/11190/276/1/CIVI04 13.pdf.Correa, A. Mertens, U. Rodríguez, G. “Collage of tectonic slivers abutting the eastern Romeral Fault System in central Colombia” Journal of South American Earth Sciences (Aug 9, 2020), Vol. 104. Doi: 10.1016/j.jsames.2020.102794Brosens, L. “Have land use and land cover change affected soil thickness and weathering degree in a subtropical region in Southern Brazil? Insights from applied mid-infrared spectroscopy” Catena (Sep 8, 2021), Vol. 207. Doi: 10.1016/j.catena.2021.105698ASTM. Standard Test ASTM D2216. Standard Test Methods for Laboratory Determination of Water (Moisture) Content of Soil and Rock by Mass. 2005.ASTM D854. Standard Test Methods for Specific Gravity of Soil Solids by Water Pycnometer. 2014.ASTM D422. Standard Test Method for Particle-Size Analysis of Soils. 2007.ASTM D4318. Standard Test Methods for Liquid Limit, Plastic Limit, and Plasticity Index of Soils. 2017.ASTM D2434. Standard Test Method for Permeability of Granular Soils (Constant Head). 2006.Zhaoran, W. Guijing, L. Zhengkun, Z. “Effect of decomposition water content of natural gas hydrate on permeability and gas production of clay sediments based on numerical simulation” Journal of Natural Gas Science and Engineering (Oct 21, 2022), Vol. 108. Doi: 10.1016/j.jngse.2022.104826Chuanxin, D. Gang, Y. Tingting Z. “Multiscale study of the influence of promoters on low-plasticity clay stabilized with cement-based composites” Construction and Building Materials, (19 Apr, 2019) Vol. 2013. Pp. 537 – 548. Doi: 10.1016/j.conbuildmat.2019.04.094Abbaslou, H. Hadifard, H. Reza, A. “Effect of cations and anions on flocculation of dispersive clayey soils” Heliyon (feb 19, 2020), Vol. 6. Doi: 10.1016/j.heliyon.2020.e03462Zamanian, M. Payan, M. “Impact of bedding plane direction and type of plastic microparticles on stiffness of inherently anisotropic gap-graded soils: Index, wave propagation and micromechanical-based interpretations” Soil Dynamics and Earthquake Engineering (17 Aug, 2021), Vol. 150. Doi: 10.1016/j.soildyn.2021.106924ASTM D5298. Standard test methods for measurement of soil potential (Suction) using filter paper. 2003.ASTM D3080 - 11 Standard Test Method for Direct Shear Test of Soils Under Consolidated Drained Conditions. 2011.Ping, L. Vanapalli, S, Tonglu, L. “Review of collapse triggering mechanism of collapsible soils due to wetting” Journal of Rock Mechanics and Geotechnical Engineering (18 Jan, 2016), Vol. 8. Pp. 256 – 274. Doi: 10.1016/j.jrmge.2015.12.002Xu-Tang, X. Lian, S. Jian, H “Effect of wet-dry cycles on shear strength of residual soil” Soil and Foundations (26 March 2021), Vol. 61. Pp. 728 – 797. Doi: 10.1016/j.sandf.2021.03.001Slusarek, J. Lupiezowic, M. “Analysis of the influence of soil moisture on the stability of a building based on a slope” Engineering Failure Analysis (20 Apr 2020). Vol. 113. Doi: 10.1016/j.engfailanal.2020.104534K. Prakash, A. Sridharan, H. K. Thejas, and H. M. Swaroop, “A Simplified Approach of Determining the Specific Gravity of Soil Solids,” Geotechnical and Geological Engineering, vol. 30, no. 4, pp. 1063–1067, Aug. 2012, doi: 10.1007/s10706-012-9521-6.Stefanow, D. Dudziński, P.A. “Soil Shear Strength Determination Methods – State Of The Art,” Soil and Tillage Research, Vol. 208. Elsevier B. V., Apr. 01, 2021. Doi: 10.1016/J.Still.2020.1048820112007411Geotechnical characterizationGeotechnical instrumentationDisaster preventionLandslidesPublicationORIGINALDetermination of Soil Infiltration Values with In Situ.pdfDetermination of Soil Infiltration Values with In Situ.pdfapplication/pdf613099https://repositorio.cuc.edu.co/bitstreams/61344d8b-c7ae-46ae-9a4c-294907a113dc/download6a7b06be0470555eb9d5993ac57097ecMD51LICENSElicense.txtlicense.txttext/plain; charset=utf-815543https://repositorio.cuc.edu.co/bitstreams/d919dcea-41d9-4a93-8997-ab8747e7ef6a/download73a5432e0b76442b22b026844140d683MD52TEXTDetermination of Soil Infiltration Values with In Situ.pdf.txtDetermination of Soil Infiltration Values with In Situ.pdf.txtExtracted texttext/plain21846https://repositorio.cuc.edu.co/bitstreams/5a9f3066-6df6-4219-9536-cdbe2c95a1d2/downloadbb4fecb61ab565bdf656f5437ae59b1aMD53THUMBNAILDetermination of Soil Infiltration Values with In Situ.pdf.jpgDetermination of Soil Infiltration Values with In 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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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