A hypoplastic model for pre- and post-liquefaction analysis of sands

This article proposes an extended constitutive model for liquefaction analysis of sands. The proposed model is formulated based on the hypoplastic model for granular soils by von Wolffersdorf (1996), enhanced with Intergranular Strain Anisotropy by Fuentes et al. (2019), which is usually referred to...

Full description

Autores:
Tafili, M.
Duque, Jose
Mašín, D.
Wichtmann, T.
Tipo de recurso:
Article of investigation
Fecha de publicación:
2024
Institución:
Corporación Universidad de la Costa
Repositorio:
REDICUC - Repositorio CUC
Idioma:
eng
OAI Identifier:
oai:repositorio.cuc.edu.co:11323/14267
Acceso en línea:
https://hdl.handle.net/11323/14267
https://repositorio.cuc.edu.co/
Palabra clave:
Constitutive model
Cyclic loading
Fabric
Hypoplasticity
Liquefaction
Sands
Semifluidized state
Stress–strain hysteresis
Rights
openAccess
License
Atribución 4.0 Internacional (CC BY 4.0)
id RCUC2_801f7812b244def2438f78f9414d44c0
oai_identifier_str oai:repositorio.cuc.edu.co:11323/14267
network_acronym_str RCUC2
network_name_str REDICUC - Repositorio CUC
repository_id_str
dc.title.eng.fl_str_mv A hypoplastic model for pre- and post-liquefaction analysis of sands
title A hypoplastic model for pre- and post-liquefaction analysis of sands
spellingShingle A hypoplastic model for pre- and post-liquefaction analysis of sands
Constitutive model
Cyclic loading
Fabric
Hypoplasticity
Liquefaction
Sands
Semifluidized state
Stress–strain hysteresis
title_short A hypoplastic model for pre- and post-liquefaction analysis of sands
title_full A hypoplastic model for pre- and post-liquefaction analysis of sands
title_fullStr A hypoplastic model for pre- and post-liquefaction analysis of sands
title_full_unstemmed A hypoplastic model for pre- and post-liquefaction analysis of sands
title_sort A hypoplastic model for pre- and post-liquefaction analysis of sands
dc.creator.fl_str_mv Tafili, M.
Duque, Jose
Mašín, D.
Wichtmann, T.
dc.contributor.author.none.fl_str_mv Tafili, M.
Duque, Jose
Mašín, D.
Wichtmann, T.
dc.subject.proposal.eng.fl_str_mv Constitutive model
Cyclic loading
Fabric
Hypoplasticity
Liquefaction
Sands
Semifluidized state
Stress–strain hysteresis
topic Constitutive model
Cyclic loading
Fabric
Hypoplasticity
Liquefaction
Sands
Semifluidized state
Stress–strain hysteresis
description This article proposes an extended constitutive model for liquefaction analysis of sands. The proposed model is formulated based on the hypoplastic model for granular soils by von Wolffersdorf (1996), enhanced with Intergranular Strain Anisotropy by Fuentes et al. (2019), which is usually referred to as ISA-hypoplasticity. The proposed extended model includes some modifications that are indispensable for the correct prediction of liquefaction-related analysis: (i) a new Lode-angle-dependent function for post-liquefaction shear strain accumulation, (ii) a modification for fabric change effects, (iii) the theory of the so-called semifluidized state. The first modification allows the model to predict shear strain accumulation in extension and compression during cyclic mobility. The second and third modifications, were initially developed by Liao et al. (2022) for hypoplasticity with conventional intergranular strain based on the pioneer work by Barrero et al. (2020) for Sanisand, and enable the model to reproduce fabric change effects upon loading reversal, and stiffness and dilatancy degradation at low effective stress levels, respectively. With the consideration of the new Lode-angle function, the proposed model realistically predict the increasing shear strain accumulation in both extension and compression without adopting a circular critical state surface, as adopted in Liao et al. (2022). The proposed model was carefully calibrated and validated based on a series of monotonic and cyclic triaxial tests on Zbraslav and Karlsruhe fine sands, considering various testing conditions. The comparison between experimental measurements and numerical predictions of undrained cyclic tests suggests that the proposed model accurately describes the pre- and post-liquefaction stages, as well as the stress attractors.
publishDate 2024
dc.date.issued.none.fl_str_mv 2024-04-22
dc.date.accessioned.none.fl_str_mv 2025-06-04T19:48:30Z
dc.date.available.none.fl_str_mv 2025-06-04T19:48:30Z
dc.type.none.fl_str_mv Artículo de revista
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dc.type.content.none.fl_str_mv Text
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dc.identifier.citation.none.fl_str_mv M. Tafili, J. Duque, D. Mašín, T. Wichtmann, A hypoplastic model for pre- and post-liquefaction analysis of sands, Computers and Geotechnics, Volume 171, 2024, 106314, ISSN 0266-352X, https://doi.org/10.1016/j.compgeo.2024.106314.
dc.identifier.issn.none.fl_str_mv 0266-352X
dc.identifier.uri.none.fl_str_mv https://hdl.handle.net/11323/14267
dc.identifier.doi.none.fl_str_mv 10.1016/j.compgeo.2024.106314
dc.identifier.instname.none.fl_str_mv Corporación Universidad de la Costa
dc.identifier.reponame.none.fl_str_mv REDICUC - Repositorio CUC
dc.identifier.repourl.none.fl_str_mv https://repositorio.cuc.edu.co/
identifier_str_mv M. Tafili, J. Duque, D. Mašín, T. Wichtmann, A hypoplastic model for pre- and post-liquefaction analysis of sands, Computers and Geotechnics, Volume 171, 2024, 106314, ISSN 0266-352X, https://doi.org/10.1016/j.compgeo.2024.106314.
0266-352X
10.1016/j.compgeo.2024.106314
Corporación Universidad de la Costa
REDICUC - Repositorio CUC
url https://hdl.handle.net/11323/14267
https://repositorio.cuc.edu.co/
dc.language.iso.none.fl_str_mv eng
language eng
dc.relation.ispartofjournal.none.fl_str_mv Computers and Geotechnics
dc.relation.references.none.fl_str_mv Abelev, A., Lade, P., 2004. Characterization of failure in cross-anisotropic soils. J. Eng. Mech. 130 (5), 599–606.
Barrero, A., Taiebat, M., Dafalias, Y., 2020. Modeling cyclic shearing of sands in the semifluidized state. Int. J. Numer. Anal. Methods Geomech. 44 (3), 371–388.
Bauer, E., 1996. Calibration of a comprehensive constitutive equation for granular materials. Soils Found. 36 (1), 13–26.
Boulanger, R., Idriss, I., 2016. CPT-based liquefaction triggering procedure. J. Geotech. Geoenviron. Eng. 142 (2), 04015065.
Dafalias, Y., Manzari, M., 2004. Simple plasticity sand model accounting for fabric change effects. J. Eng. Mech. 130 (6), 622–634.
Duque, J., Mašín, D., Fuentes, W., 2020. Improvement to the intergranular strain model for larger numbers of repetitive cycles. Acta Geotech. 15, 3593–3604.
Duque, J., Roháč, J., Mašín, D., 2023a. On the influence of drained cyclic preloadings on the cyclic behaviour of Zbraslav sand. Soil Dyn. Earthq. Eng. 165, 107666.
Duque, J., Roháč, J., Mašín, D., Najser, J., Opršal, J., 2023b. The influence of cyclic preloadings on cyclic response of Zbraslav sand. Soil Dyn. Earthq. Eng. 166, 107720.
Duque, J., Tafili, M., Mašín, D., 2023c. On the influence of cyclic preloadings on the liquefaction resistance of sands: a numerical study. Soil Dyn. Earthq. Eng. 172, 108025.
Duque, J., Yang, M., Fuentes, W., Mašín, D., Taiebat, M., 2022. Characteristic limitations of advanced plasticity and hypoplasticity models for cyclic loading of sands. Acta Geotech. 17, 2235–2257.
Fuentes, W., Triantafyllidis, T., 2015. ISA model: A constitutive model for soils with yield surface in the intergranular strain space. Int. J. Numer. Anal. Methods Geomech. 39 (11), 1235–1254.
Fuentes, W., Wichtmann, T., Gil, M., Lascarro, C., 2020. ISA-Hypoplasticity accounting for cyclic mobility effects for liquefaction analysis. Acta Geotech. 15, 1513–1531.
Gehring, S., Knittel, L., Tafili, M., 2019. Von der Hyperelastizität feinkörniger Böden zum Bodenverhalten unter zyklischer Beanspruchung. Deutsche Gesellschaft für Geotechnik.
Grandas Tavera, C.E., Nitsch, A., Machaček, J., 2022. A 1D hypoplastic constitutive model for expansive soils. Acta Geotech. 17 (10), 4313–4331.
Gudehus, G., 2011. Physical Soil Mechanics. Springer, Berlin.
Herle, I., Kolymbas, D., 2004. Hypoplasticity for soils with low friction angles. Comput. Geotech. 31 (5), 365–373.
Idriss, I., 1999. An update to the seed-idriss simplified procedure for evaluating liquefaction potential. In: Proc., TRB Worshop on New Approaches to Liquefaction, Publication No. FHWA-RD-99-165, Federal Highway Administation.
Idriss, I., Boulanger, R., 2010. SPT-Based Liquefaction Triggering Procedures. Report UCD/CGM-10 2, pp. 4–13.
Ishihara, K., 1977. Simple method of analysis for liquefaction of sand deposits during earthquakes. Soils Found. 17 (3), 1–17.
Ishihara, K., 1996. Soil Behaviour in Earthquake Geotechnics. Oxford University Press, New York.
dc.relation.citationendpage.none.fl_str_mv 16
dc.relation.citationstartpage.none.fl_str_mv 1
dc.relation.citationissue.none.fl_str_mv 106314
dc.relation.citationvolume.none.fl_str_mv 171
dc.rights.eng.fl_str_mv © 2024 The Author(s).
dc.rights.license.none.fl_str_mv Atribución 4.0 Internacional (CC BY 4.0)
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spelling Atribución 4.0 Internacional (CC BY 4.0)© 2024 The Author(s).https://creativecommons.org/licenses/by/4.0/info:eu-repo/semantics/openAccesshttp://purl.org/coar/access_right/c_abf2Tafili, M.Duque, Josevirtual::1195-1Mašín, D.Wichtmann, T.2025-06-04T19:48:30Z2025-06-04T19:48:30Z2024-04-22M. Tafili, J. Duque, D. Mašín, T. Wichtmann, A hypoplastic model for pre- and post-liquefaction analysis of sands, Computers and Geotechnics, Volume 171, 2024, 106314, ISSN 0266-352X, https://doi.org/10.1016/j.compgeo.2024.106314.0266-352Xhttps://hdl.handle.net/11323/1426710.1016/j.compgeo.2024.106314Corporación Universidad de la CostaREDICUC - Repositorio CUChttps://repositorio.cuc.edu.co/This article proposes an extended constitutive model for liquefaction analysis of sands. The proposed model is formulated based on the hypoplastic model for granular soils by von Wolffersdorf (1996), enhanced with Intergranular Strain Anisotropy by Fuentes et al. (2019), which is usually referred to as ISA-hypoplasticity. The proposed extended model includes some modifications that are indispensable for the correct prediction of liquefaction-related analysis: (i) a new Lode-angle-dependent function for post-liquefaction shear strain accumulation, (ii) a modification for fabric change effects, (iii) the theory of the so-called semifluidized state. The first modification allows the model to predict shear strain accumulation in extension and compression during cyclic mobility. The second and third modifications, were initially developed by Liao et al. (2022) for hypoplasticity with conventional intergranular strain based on the pioneer work by Barrero et al. (2020) for Sanisand, and enable the model to reproduce fabric change effects upon loading reversal, and stiffness and dilatancy degradation at low effective stress levels, respectively. With the consideration of the new Lode-angle function, the proposed model realistically predict the increasing shear strain accumulation in both extension and compression without adopting a circular critical state surface, as adopted in Liao et al. (2022). The proposed model was carefully calibrated and validated based on a series of monotonic and cyclic triaxial tests on Zbraslav and Karlsruhe fine sands, considering various testing conditions. The comparison between experimental measurements and numerical predictions of undrained cyclic tests suggests that the proposed model accurately describes the pre- and post-liquefaction stages, as well as the stress attractors.16 páginasapplication/pdfengElsevier B.V.United Kingdomhttps://www.sciencedirect.com/science/article/pii/S0266352X24002507?via%3DihubA hypoplastic model for pre- and post-liquefaction analysis of sandsArtículo 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_970fb48d4fbd8a85Computers and GeotechnicsAbelev, A., Lade, P., 2004. Characterization of failure in cross-anisotropic soils. J. Eng. Mech. 130 (5), 599–606.Barrero, A., Taiebat, M., Dafalias, Y., 2020. Modeling cyclic shearing of sands in the semifluidized state. Int. J. Numer. Anal. Methods Geomech. 44 (3), 371–388.Bauer, E., 1996. Calibration of a comprehensive constitutive equation for granular materials. Soils Found. 36 (1), 13–26.Boulanger, R., Idriss, I., 2016. CPT-based liquefaction triggering procedure. J. Geotech. Geoenviron. Eng. 142 (2), 04015065.Dafalias, Y., Manzari, M., 2004. Simple plasticity sand model accounting for fabric change effects. J. Eng. Mech. 130 (6), 622–634.Duque, J., Mašín, D., Fuentes, W., 2020. Improvement to the intergranular strain model for larger numbers of repetitive cycles. Acta Geotech. 15, 3593–3604.Duque, J., Roháč, J., Mašín, D., 2023a. On the influence of drained cyclic preloadings on the cyclic behaviour of Zbraslav sand. Soil Dyn. Earthq. Eng. 165, 107666.Duque, J., Roháč, J., Mašín, D., Najser, J., Opršal, J., 2023b. The influence of cyclic preloadings on cyclic response of Zbraslav sand. Soil Dyn. Earthq. Eng. 166, 107720.Duque, J., Tafili, M., Mašín, D., 2023c. On the influence of cyclic preloadings on the liquefaction resistance of sands: a numerical study. Soil Dyn. Earthq. Eng. 172, 108025.Duque, J., Yang, M., Fuentes, W., Mašín, D., Taiebat, M., 2022. Characteristic limitations of advanced plasticity and hypoplasticity models for cyclic loading of sands. Acta Geotech. 17, 2235–2257.Fuentes, W., Triantafyllidis, T., 2015. ISA model: A constitutive model for soils with yield surface in the intergranular strain space. Int. J. Numer. Anal. Methods Geomech. 39 (11), 1235–1254.Fuentes, W., Wichtmann, T., Gil, M., Lascarro, C., 2020. ISA-Hypoplasticity accounting for cyclic mobility effects for liquefaction analysis. Acta Geotech. 15, 1513–1531.Gehring, S., Knittel, L., Tafili, M., 2019. Von der Hyperelastizität feinkörniger Böden zum Bodenverhalten unter zyklischer Beanspruchung. Deutsche Gesellschaft für Geotechnik.Grandas Tavera, C.E., Nitsch, A., Machaček, J., 2022. A 1D hypoplastic constitutive model for expansive soils. Acta Geotech. 17 (10), 4313–4331.Gudehus, G., 2011. Physical Soil Mechanics. Springer, Berlin.Herle, I., Kolymbas, D., 2004. Hypoplasticity for soils with low friction angles. Comput. Geotech. 31 (5), 365–373.Idriss, I., 1999. An update to the seed-idriss simplified procedure for evaluating liquefaction potential. In: Proc., TRB Worshop on New Approaches to Liquefaction, Publication No. FHWA-RD-99-165, Federal Highway Administation.Idriss, I., Boulanger, R., 2010. SPT-Based Liquefaction Triggering Procedures. Report UCD/CGM-10 2, pp. 4–13.Ishihara, K., 1977. Simple method of analysis for liquefaction of sand deposits during earthquakes. Soils Found. 17 (3), 1–17.Ishihara, K., 1996. Soil Behaviour in Earthquake Geotechnics. Oxford University Press, New York.161106314171Constitutive modelCyclic loadingFabricHypoplasticityLiquefactionSandsSemifluidized stateStress–strain hysteresisPublicationdf39f28b-a9f9-4156-b1f6-d8c1e7202032virtual::1195-1df39f28b-a9f9-4156-b1f6-d8c1e7202032virtual::1195-10000-0002-9663-1741virtual::1195-1ORIGINALA hypoplastic model for pre- and post-liquefaction analysis of sands.pdfA hypoplastic model for pre- and post-liquefaction analysis of sands.pdfapplication/pdf12501546https://repositorio.cuc.edu.co/bitstreams/7216d016-baf0-4f3c-959e-9dce2b345a2e/downloadfb3d835b50179b993c6c7f5429730a6bMD51LICENSElicense.txtlicense.txttext/plain; charset=utf-815543https://repositorio.cuc.edu.co/bitstreams/3e30fa27-f01a-43dd-8e25-9eb97257c132/download73a5432e0b76442b22b026844140d683MD52TEXTA hypoplastic model for pre- and post-liquefaction analysis of sands.pdf.txtA hypoplastic model for pre- and post-liquefaction analysis of sands.pdf.txtExtracted 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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>
