dc.creatorTafili, M.
dc.creatorDuque, J.
dc.creatorOchmański, M.
dc.creatorMašín, D.
dc.creatorWichtmann, T.
dc.date2023-08-23T21:23:51Z
dc.date2025
dc.date2023-08-23T21:23:51Z
dc.date2023
dc.date.accessioned2023-10-03T19:51:31Z
dc.date.available2023-10-03T19:51:31Z
dc.identifierM. Tafili, J. Duque, M. Ochmański, D. Mašín, T. Wichtmann, Numerical inspection of Miner’s rule and drained cyclic preloading effects on fine-grained soils, Computers and Geotechnics, Volume 156, 2023, 105310, ISSN 0266-352X, https://doi.org/10.1016/j.compgeo.2023.105310
dc.identifier0266-352X
dc.identifierhttps://hdl.handle.net/11323/10396
dc.identifier10.1016/j.compgeo.2023.105310
dc.identifier1873-7633
dc.identifierCorporación Universidad de la Costa
dc.identifierREDICUC - Repositorio CUC
dc.identifierhttps://repositorio.cuc.edu.co/
dc.identifier.urihttps://repositorioslatinoamericanos.uchile.cl/handle/2250/9172710
dc.descriptionThe prediction of soil cyclic behaviour is relevant for several geotechnical applications. In order to obtain accurate predictions of settlements and pore water pressure build-up on boundary value simulations, robust constitutive models which are able to realistically reproduce the soil mechanical behaviour under monotonic and cyclic loading are necessary. To have confidence on their predictions, their capabilities and limitations should be very well known. In this article, the prediction capabilities and limitations of two advanced constitutive models for fine-grained soils, namely: CAM and AHP+ISA were inspected considering undrained cyclic triaxial tests with more complex and realistic nature than ”conventional” undrained cyclic tests usually considered in the literature for the calibration and validation of constitutive models but not representative of many real loading scenarios. In particular, the influence of drained cyclic preloadings and packages of cycles with different deviatoric stress amplitudes in different sequences (inspection of Miner’s rule) was evaluated. For that purpose, simulation results with the models were qualitatively as well as quantitatively compared against several experimental results under monotonic and cyclic loading on Malaysian kaolin reported by Duque et al. (2022a).
dc.format1 página
dc.formatapplication/pdf
dc.formatapplication/pdf
dc.languageeng
dc.publisherElsevier BV
dc.publisherUnited Kingdom
dc.relationComputers and Geotechnics
dc.relation156
dc.rights© 2023 Elsevier Ltd. All rights reserved.
dc.rightsAtribución-NoComercial-SinDerivadas 4.0 Internacional (CC BY-NC-ND 4.0)
dc.rightshttps://creativecommons.org/licenses/by-nc-nd/4.0/
dc.rightsinfo:eu-repo/semantics/embargoedAccess
dc.rightshttp://purl.org/coar/access_right/c_f1cf
dc.sourcehttps://www.sciencedirect.com/science/article/abs/pii/S0266352X23000678
dc.subjectMiner’s rule
dc.subjectCyclic preloading
dc.subjectFine-grained soils
dc.titleNumerical inspection of Miner’s rule and drained cyclic preloading effects on fine-grained soils
dc.typeArtículo de revista
dc.typehttp://purl.org/coar/resource_type/c_2df8fbb1
dc.typeText
dc.typeinfo:eu-repo/semantics/article
dc.typehttp://purl.org/redcol/resource_type/ART
dc.typeinfo:eu-repo/semantics/draft
dc.typehttp://purl.org/coar/version/c_b1a7d7d4d402bcce


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