The influence of cyclic preloadings on cyclic response of Zbraslav sand
This article presents a comprehensive experimental investigation on Zbraslav sand under monotonic and cyclic loading. Initially, the material response at large strains was investigated by means of undrained monotonic triaxial tests with different initial mean effective stresses and relative densitie...
- Autores:
-
Duque, J.
Roháč, J.
Mašín, D.
Najser, J.
Opršal, J.
- 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:11323/10356
- Acceso en línea:
- https://hdl.handle.net/11323/10356
https://repositorio.cuc.edu.co/
- Palabra clave:
- Cyclic preloadings
Cyclic response
Zbraslav sand
- Rights
- embargoedAccess
- License
- Atribución-NoComercial-SinDerivadas 4.0 Internacional (CC BY-NC-ND 4.0)
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| dc.title.eng.fl_str_mv |
The influence of cyclic preloadings on cyclic response of Zbraslav sand |
| title |
The influence of cyclic preloadings on cyclic response of Zbraslav sand |
| spellingShingle |
The influence of cyclic preloadings on cyclic response of Zbraslav sand Cyclic preloadings Cyclic response Zbraslav sand |
| title_short |
The influence of cyclic preloadings on cyclic response of Zbraslav sand |
| title_full |
The influence of cyclic preloadings on cyclic response of Zbraslav sand |
| title_fullStr |
The influence of cyclic preloadings on cyclic response of Zbraslav sand |
| title_full_unstemmed |
The influence of cyclic preloadings on cyclic response of Zbraslav sand |
| title_sort |
The influence of cyclic preloadings on cyclic response of Zbraslav sand |
| dc.creator.fl_str_mv |
Duque, J. Roháč, J. Mašín, D. Najser, J. Opršal, J. |
| dc.contributor.author.none.fl_str_mv |
Duque, J. Roháč, J. Mašín, D. Najser, J. Opršal, J. |
| dc.subject.proposal.eng.fl_str_mv |
Cyclic preloadings Cyclic response Zbraslav sand |
| topic |
Cyclic preloadings Cyclic response Zbraslav sand |
| description |
This article presents a comprehensive experimental investigation on Zbraslav sand under monotonic and cyclic loading. Initially, the material response at large strains was investigated by means of undrained monotonic triaxial tests with different initial mean effective stresses and relative densities. A set of oedometric compression tests with multiple unloading–reloading cycles and different initial relative densities was as well included to evaluate the material compressibility. In addition, several undrained cyclic triaxial tests were performed and analyzed under a wide range of initial conditions. In the aforementioned tests, the undrained cyclic resistance was investigated considering different types of drained or undrained cyclic preloadings and reconsolidation stages. The experimental results suggested that drained cyclic preloadings remarkably modified the subsequent rate of pore water pressure accumulation and increased the number of cycles to reach the defined failure criterion without affecting the stress–strain response. On the other hand, undrained cyclic preloadings presented a threshold which separated positive and negative effects in the subsequent undrained cyclic resistance. A comparison of the undrained cyclic resistance variation depending on the number of drained or undrained cyclic preloadings was also included. |
| publishDate |
2023 |
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2023-08-01T19:40:19Z |
| dc.date.available.none.fl_str_mv |
2023-08-01T19:40:19Z 2025 |
| dc.date.issued.none.fl_str_mv |
2023 |
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Artículo de revista |
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http://purl.org/coar/resource_type/c_2df8fbb1 |
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J. Duque, J. Roháč, D. Mašín, J. Najser, J. Opršal, The influence of cyclic preloadings on cyclic response of Zbraslav sand, Soil Dynamics and Earthquake Engineering, Volume 166, 2023, 107720, ISSN 0267-7261, https://doi.org/10.1016/j.soildyn.2022.107720 |
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0267-7261 |
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https://hdl.handle.net/11323/10356 |
| dc.identifier.doi.none.fl_str_mv |
10.1016/j.soildyn.2022.107720 |
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1879-341X |
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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 |
J. Duque, J. Roháč, D. Mašín, J. Najser, J. Opršal, The influence of cyclic preloadings on cyclic response of Zbraslav sand, Soil Dynamics and Earthquake Engineering, Volume 166, 2023, 107720, ISSN 0267-7261, https://doi.org/10.1016/j.soildyn.2022.107720 0267-7261 10.1016/j.soildyn.2022.107720 1879-341X Corporación Universidad de la Costa REDICUC – Repositorio CUC |
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https://hdl.handle.net/11323/10356 https://repositorio.cuc.edu.co/ |
| dc.language.iso.spa.fl_str_mv |
eng |
| language |
eng |
| dc.relation.ispartofjournal.spa.fl_str_mv |
Soil Dynamics and Earthquake Engineering |
| dc.relation.references.spa.fl_str_mv |
AfifiS. et al. Stress-history effects on shear modulus of soils Soils Found (1973) LaiY. et al. Centrifuge modelling of monotonic and cyclic lateral responses of a hybrid monopile-bucket foundation for offshore wind turbines Ocean Eng (2022) TokiS. et al. Effects of repeated loading on deformation behavior of dry sand Soils Found (1974) IshiharaK. et al. Effects of stress history on cyclic behavior of sand Soils Found (1978) IshiharaK. et al. Effects of large preshearing on cyclic behavior of sand Soils Found (1982) SuzukiT. et al. Effects of preshearing on liquefaction characteristics of saturated sand subjected to cyclic loading Soils Found (1984) GajoA. et al. The effects of preloading history on the undrained behaviour of saturated loose sand Soils Found (1999) WichtmannT. et al. Correlation of cyclic preloading with the liquefaction resistance Soil Dyn Earthq Eng (2005) PanK. et al. Liquefaction of sand under monotonic and cyclic shear conditions: Impact of drained preloading history Soil Dyn Earthq Eng (2019) DuqueJ. et al. On the influence of drained cyclic preloadings on the cyclic behaviour of Zbraslav sand Soil Dyn Earthq Eng (2023) FedaJ. Notes on the effect of grain crushing on the granular soil behaviour Eng Geol (2002) WichtmannT. et al. On the influence of the sample preparation method on strain accumulation in sand under high-cyclic loading Soil Dyn Earthq Eng (2020) VerdugoR. et al. The steady state of sandy soils Soils Found (1996) HyodoM. et al. Undrained cyclic and monotonic triaxial behaviour of saturated loose sand Soils Found (1994) WichtmannT. et al. On correlations between “dynamic” (small-strain) and “static” (large-strain) stiffness moduli–An experimental investigation on 19 sands and gravels Soil Dyn Earthq Eng (2017) BlakerO. et al. Cyclic properties of dense to very dense silica sand Soils Found (2019) LiL. et al. Undrained behavior of natural marine clay under cyclic loading Ocean Eng (2011) VaidY. et al. Preshearing and undrained response of sand Soils Found (1989) VaidY. et al. Effect of static shear on resistance to liquefaction Soils Found (1983) YamadaS. et al. Effects on reliquefaction resistance produced by changes in anisotropy during liquefaction Soils Found (2010) FuentesW. et al. Constitutive model for monotonic and cyclic loading on anisotropic clays Géotechnique (2021) DuqueJ. et al. Improvement to the intergranular strain model for larger numbers of repetitive cycles Acta Geotech (2020) DuqueJ. et al. Experimental investigation on Malaysian kaolin under monotonic and cyclic loading: inspection of undrained Miner’s rule and drained cyclic preloading Acta Geotech (2022) OchmańskiM. et al. Performance of tripod foundations for offshore wind turbines: a numerical study Géotech Lett (2021) StallebrassS. Modelling the effect of recent stress history on the deformation of overconsolidated soils (1990) DuqueJ. et al. Characteristic limitations of advanced plasticity and hypoplasticity models for cyclic loading of sands Acta Geotech (2022) AtkinsonJ. et al. Effect of recent stress history on the stiffness of overconsolidated soil Géotechnique (1990) PanK. et al. Impact of static preshearing on undrained anisotropy and shear characteristics of sand Int J Geomech (2018) MašínD. 3D modeling of an NATM tunnel in high K0 clay using two different constitutive models J Geotech Geoenviron Eng (2009) TafiliM. On the behaviour of cohesive soils: constitutive description and experimental observations (2019) KnittelL. et al. Influence of recent and long-lasting loading history on the cyclic behaviour of sand: confrontation of novel experimental results and established constitutive laws LaiY. et al. Centrifuge modeling of the cyclic lateral behavior of large-diameter monopiles in soft clay: Effects of episodic cycling and reconsolidation Ocean Eng (2020) Duque J, Ochmański M, Mašín D. On the Influence of Multiple Episodes of Cyclic Loading and Reconsolidation on the... DuqueJ. et al. On the behavior of monopiles subjected to multiple episodes of cyclic loading and reconsolidation in cohesive soils Comput Geotech (2021) WangJ. et al. The effect of shaking history on liquefaction resistance of sand deposit using shake table testing El-SekellyW. et al. PRESHAKE: a database for centrifuge modeling of the effect of seismic preshaking history on the liquefaction resistance of sands Earthq Spectra (2016) IshiharaK. Soil behaviour in earthquake geotechnics (1996) FinnL. et al. Effect of strain history on liquefaction of sand J Soil Mech Found Div (1970) LeeK. et al. Earthquake induced settlements in saturated sands J Geotech Eng Div (1974) OdaM. et al. Microstructural interpretation on reliquefaction of saturated granular soils under cyclic loading J Geotech Geoenviron Eng (2001) Sriskandakumar S, Wijewickreme D, Byrne P. Multiple Cyclic Loading Response of Loose Air-Pluviated Fraser River Sand.... VaidY. et al. Liquefaction and postliquefaction behavior of sand J Geotech Eng (1995) SeedH. et al. Influence of seismic history on liquefaction of sands J Geotech Eng Div (1977) SeedR. et al. Penetration and liquefaction resistances: Prior seismic history effects J Geotech Eng (1988) SivathayalanS. et al. Influence of strain history on postliquefaction deformation characteristics of sands J Geotech Geoenviron Eng (2014) Hussain M, Sachan A. Post-liquefaction Reconsolidation and Undrained Cyclic Behaviour of Chang Dam Soil. In:... PorcinoD. et al. Influence of cyclic pre-shearing on undrained behaviour of carbonate sand in simple shear tests Geomech Geoeng (2009) PorcinoD. et al. Pre- and post-liquefaction response of sand in cyclic simple shear DoanhT. et al. Undrained instability of very loose Hostun sand in triaxial compression and extension. Part 1: experimental observations Mech Cohes-Frict Mater (1997) |
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166 |
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Atribución-NoComercial-SinDerivadas 4.0 Internacional (CC BY-NC-ND 4.0) |
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https://creativecommons.org/licenses/by-nc-nd/4.0/ |
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Atribución-NoComercial-SinDerivadas 4.0 Internacional (CC BY-NC-ND 4.0)© 2022 Elsevier Ltd. All rights reserved.https://creativecommons.org/licenses/by-nc-nd/4.0/info:eu-repo/semantics/embargoedAccesshttp://purl.org/coar/access_right/c_f1cfDuque, J.Roháč, J.Mašín, D.Najser, J.Opršal, J.2023-08-01T19:40:19Z20252023-08-01T19:40:19Z2023J. Duque, J. Roháč, D. Mašín, J. Najser, J. Opršal, The influence of cyclic preloadings on cyclic response of Zbraslav sand, Soil Dynamics and Earthquake Engineering, Volume 166, 2023, 107720, ISSN 0267-7261, https://doi.org/10.1016/j.soildyn.2022.1077200267-7261https://hdl.handle.net/11323/1035610.1016/j.soildyn.2022.1077201879-341XCorporación Universidad de la CostaREDICUC – Repositorio CUChttps://repositorio.cuc.edu.co/This article presents a comprehensive experimental investigation on Zbraslav sand under monotonic and cyclic loading. Initially, the material response at large strains was investigated by means of undrained monotonic triaxial tests with different initial mean effective stresses and relative densities. A set of oedometric compression tests with multiple unloading–reloading cycles and different initial relative densities was as well included to evaluate the material compressibility. In addition, several undrained cyclic triaxial tests were performed and analyzed under a wide range of initial conditions. In the aforementioned tests, the undrained cyclic resistance was investigated considering different types of drained or undrained cyclic preloadings and reconsolidation stages. The experimental results suggested that drained cyclic preloadings remarkably modified the subsequent rate of pore water pressure accumulation and increased the number of cycles to reach the defined failure criterion without affecting the stress–strain response. On the other hand, undrained cyclic preloadings presented a threshold which separated positive and negative effects in the subsequent undrained cyclic resistance. A comparison of the undrained cyclic resistance variation depending on the number of drained or undrained cyclic preloadings was also included.1 páginaapplication/pdfengElsevier BVUnited Kingdomhttps://www.sciencedirect.com/science/article/abs/pii/S0267726122005656#preview-section-referencesThe influence of cyclic preloadings on cyclic response of Zbraslav sandArtículo de revistahttp://purl.org/coar/resource_type/c_2df8fbb1Textinfo:eu-repo/semantics/articlehttp://purl.org/redcol/resource_type/ARTinfo:eu-repo/semantics/drafthttp://purl.org/coar/version/c_b1a7d7d4d402bcceSoil Dynamics and Earthquake EngineeringAfifiS. et al. Stress-history effects on shear modulus of soils Soils Found (1973)LaiY. et al. Centrifuge modelling of monotonic and cyclic lateral responses of a hybrid monopile-bucket foundation for offshore wind turbines Ocean Eng (2022)TokiS. et al. Effects of repeated loading on deformation behavior of dry sand Soils Found (1974)IshiharaK. et al. Effects of stress history on cyclic behavior of sand Soils Found (1978)IshiharaK. et al. Effects of large preshearing on cyclic behavior of sand Soils Found (1982)SuzukiT. et al. Effects of preshearing on liquefaction characteristics of saturated sand subjected to cyclic loading Soils Found (1984)GajoA. et al. The effects of preloading history on the undrained behaviour of saturated loose sand Soils Found (1999)WichtmannT. et al. Correlation of cyclic preloading with the liquefaction resistance Soil Dyn Earthq Eng (2005)PanK. et al. Liquefaction of sand under monotonic and cyclic shear conditions: Impact of drained preloading history Soil Dyn Earthq Eng (2019)DuqueJ. et al. On the influence of drained cyclic preloadings on the cyclic behaviour of Zbraslav sand Soil Dyn Earthq Eng (2023)FedaJ. Notes on the effect of grain crushing on the granular soil behaviour Eng Geol (2002)WichtmannT. et al. On the influence of the sample preparation method on strain accumulation in sand under high-cyclic loading Soil Dyn Earthq Eng (2020)VerdugoR. et al. The steady state of sandy soils Soils Found (1996)HyodoM. et al. Undrained cyclic and monotonic triaxial behaviour of saturated loose sand Soils Found (1994)WichtmannT. et al. On correlations between “dynamic” (small-strain) and “static” (large-strain) stiffness moduli–An experimental investigation on 19 sands and gravels Soil Dyn Earthq Eng (2017)BlakerO. et al. Cyclic properties of dense to very dense silica sand Soils Found (2019)LiL. et al. Undrained behavior of natural marine clay under cyclic loading Ocean Eng (2011)VaidY. et al. Preshearing and undrained response of sand Soils Found (1989)VaidY. et al. Effect of static shear on resistance to liquefaction Soils Found (1983)YamadaS. et al. Effects on reliquefaction resistance produced by changes in anisotropy during liquefaction Soils Found (2010)FuentesW. et al. Constitutive model for monotonic and cyclic loading on anisotropic clays Géotechnique (2021)DuqueJ. et al. Improvement to the intergranular strain model for larger numbers of repetitive cycles Acta Geotech (2020)DuqueJ. et al. Experimental investigation on Malaysian kaolin under monotonic and cyclic loading: inspection of undrained Miner’s rule and drained cyclic preloading Acta Geotech (2022)OchmańskiM. et al. Performance of tripod foundations for offshore wind turbines: a numerical study Géotech Lett (2021)StallebrassS. Modelling the effect of recent stress history on the deformation of overconsolidated soils (1990)DuqueJ. et al. Characteristic limitations of advanced plasticity and hypoplasticity models for cyclic loading of sands Acta Geotech (2022)AtkinsonJ. et al. Effect of recent stress history on the stiffness of overconsolidated soil Géotechnique (1990)PanK. et al. Impact of static preshearing on undrained anisotropy and shear characteristics of sand Int J Geomech (2018)MašínD. 3D modeling of an NATM tunnel in high K0 clay using two different constitutive models J Geotech Geoenviron Eng (2009)TafiliM. On the behaviour of cohesive soils: constitutive description and experimental observations (2019)KnittelL. et al. Influence of recent and long-lasting loading history on the cyclic behaviour of sand: confrontation of novel experimental results and established constitutive lawsLaiY. et al. Centrifuge modeling of the cyclic lateral behavior of large-diameter monopiles in soft clay: Effects of episodic cycling and reconsolidation Ocean Eng (2020)Duque J, Ochmański M, Mašín D. On the Influence of Multiple Episodes of Cyclic Loading and Reconsolidation on the...DuqueJ. et al. On the behavior of monopiles subjected to multiple episodes of cyclic loading and reconsolidation in cohesive soils Comput Geotech (2021)WangJ. et al. The effect of shaking history on liquefaction resistance of sand deposit using shake table testingEl-SekellyW. et al. PRESHAKE: a database for centrifuge modeling of the effect of seismic preshaking history on the liquefaction resistance of sands Earthq Spectra (2016)IshiharaK. Soil behaviour in earthquake geotechnics (1996)FinnL. et al. Effect of strain history on liquefaction of sand J Soil Mech Found Div (1970)LeeK. et al. Earthquake induced settlements in saturated sands J Geotech Eng Div (1974)OdaM. et al. Microstructural interpretation on reliquefaction of saturated granular soils under cyclic loading J Geotech Geoenviron Eng (2001)Sriskandakumar S, Wijewickreme D, Byrne P. Multiple Cyclic Loading Response of Loose Air-Pluviated Fraser River Sand....VaidY. et al. Liquefaction and postliquefaction behavior of sand J Geotech Eng (1995)SeedH. et al. Influence of seismic history on liquefaction of sands J Geotech Eng Div (1977)SeedR. et al. Penetration and liquefaction resistances: Prior seismic history effects J Geotech Eng (1988)SivathayalanS. et al. Influence of strain history on postliquefaction deformation characteristics of sands J Geotech Geoenviron Eng (2014)Hussain M, Sachan A. Post-liquefaction Reconsolidation and Undrained Cyclic Behaviour of Chang Dam Soil. In:...PorcinoD. et al. Influence of cyclic pre-shearing on undrained behaviour of carbonate sand in simple shear tests Geomech Geoeng (2009)PorcinoD. et al. Pre- and post-liquefaction response of sand in cyclic simple shearDoanhT. et al. Undrained instability of very loose Hostun sand in triaxial compression and extension. Part 1: experimental observations Mech Cohes-Frict Mater (1997)166Cyclic preloadingsCyclic responseZbraslav sandPublicationORIGINALThe influence of cyclic preloadings on cyclic response of Zbraslav sand.pdfThe influence of cyclic preloadings on cyclic response of Zbraslav sand.pdfArtículoapplication/pdf55681https://repositorio.cuc.edu.co/bitstreams/82f130d1-e61f-4401-84d4-5c5a1a6e0e95/download0cd81d86e18ad43479d10e4164e5a00dMD51LICENSElicense.txtlicense.txttext/plain; charset=utf-814828https://repositorio.cuc.edu.co/bitstreams/a4df10a2-d7ba-491d-89aa-9e660fd527a0/download2f9959eaf5b71fae44bbf9ec84150c7aMD52TEXTThe influence of cyclic preloadings on cyclic response of Zbraslav sand.pdf.txtThe influence of cyclic preloadings on cyclic response of Zbraslav sand.pdf.txtExtracted texttext/plain1589https://repositorio.cuc.edu.co/bitstreams/672ec1be-8807-4016-8933-a749164c1441/download593bd5e2dd9e3fd49d8b4cd263a5214aMD53THUMBNAILThe influence of cyclic preloadings on cyclic response of Zbraslav sand.pdf.jpgThe influence of cyclic preloadings on cyclic response of Zbraslav sand.pdf.jpgGenerated Thumbnailimage/jpeg12973https://repositorio.cuc.edu.co/bitstreams/d45847b9-0d3d-442c-b062-30ca7de5de0e/downloadb3acc85d00d5e484cc994526b39bd00fMD5411323/10356oai:repositorio.cuc.edu.co:11323/103562024-09-17 14:22:03.054https://creativecommons.org/licenses/by-nc-nd/4.0/© 2022 Elsevier Ltd. All rights reserved.open.accesshttps://repositorio.cuc.edu.coRepositorio de la Universidad de la Costa 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ada 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.
 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