The influence of cyclic preloadings on cyclic response of Zbraslav sand

dc.creatorDuque, J.
dc.creatorRoháč, J.
dc.creatorMašín, D.
dc.creatorNajser, J.
dc.creatorOpršal, J.
dc.date2023-08-01T19:40:19Z
dc.date2025
dc.date2023-08-01T19:40:19Z
dc.date2023
dc.date.accessioned2023-10-03T20:03:55Z
dc.date.available2023-10-03T20:03:55Z
dc.identifierJ. 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
dc.identifier0267-7261
dc.identifierhttps://hdl.handle.net/11323/10356
dc.identifier10.1016/j.soildyn.2022.107720
dc.identifier1879-341X
dc.identifierCorporación Universidad de la Costa
dc.identifierREDICUC – Repositorio CUC
dc.identifierhttps://repositorio.cuc.edu.co/
dc.identifier.urihttps://repositorioslatinoamericanos.uchile.cl/handle/2250/9174153
dc.descriptionThis 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.
dc.format1 página
dc.formatapplication/pdf
dc.formatapplication/pdf
dc.languageeng
dc.publisherElsevier BV
dc.publisherUnited Kingdom
dc.relationSoil Dynamics and Earthquake Engineering
dc.relationAfifiS. et al. Stress-history effects on shear modulus of soils Soils Found (1973)
dc.relationLaiY. et al. Centrifuge modelling of monotonic and cyclic lateral responses of a hybrid monopile-bucket foundation for offshore wind turbines Ocean Eng (2022)
dc.relationTokiS. et al. Effects of repeated loading on deformation behavior of dry sand Soils Found (1974)
dc.relationIshiharaK. et al. Effects of stress history on cyclic behavior of sand Soils Found (1978)
dc.relationIshiharaK. et al. Effects of large preshearing on cyclic behavior of sand Soils Found (1982)
dc.relationSuzukiT. et al. Effects of preshearing on liquefaction characteristics of saturated sand subjected to cyclic loading Soils Found (1984)
dc.relationGajoA. et al. The effects of preloading history on the undrained behaviour of saturated loose sand Soils Found (1999)
dc.relationWichtmannT. et al. Correlation of cyclic preloading with the liquefaction resistance Soil Dyn Earthq Eng (2005)
dc.relationPanK. et al. Liquefaction of sand under monotonic and cyclic shear conditions: Impact of drained preloading history Soil Dyn Earthq Eng (2019)
dc.relationDuqueJ. et al. On the influence of drained cyclic preloadings on the cyclic behaviour of Zbraslav sand Soil Dyn Earthq Eng (2023)
dc.relationFedaJ. Notes on the effect of grain crushing on the granular soil behaviour Eng Geol (2002)
dc.relationWichtmannT. et al. On the influence of the sample preparation method on strain accumulation in sand under high-cyclic loading Soil Dyn Earthq Eng (2020)
dc.relationVerdugoR. et al. The steady state of sandy soils Soils Found (1996)
dc.relationHyodoM. et al. Undrained cyclic and monotonic triaxial behaviour of saturated loose sand Soils Found (1994)
dc.relationWichtmannT. 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)
dc.relationBlakerO. et al. Cyclic properties of dense to very dense silica sand Soils Found (2019)
dc.relationLiL. et al. Undrained behavior of natural marine clay under cyclic loading Ocean Eng (2011)
dc.relationVaidY. et al. Preshearing and undrained response of sand Soils Found (1989)
dc.relationVaidY. et al. Effect of static shear on resistance to liquefaction Soils Found (1983)
dc.relationYamadaS. et al. Effects on reliquefaction resistance produced by changes in anisotropy during liquefaction Soils Found (2010)
dc.relationFuentesW. et al. Constitutive model for monotonic and cyclic loading on anisotropic clays Géotechnique (2021)
dc.relationDuqueJ. et al. Improvement to the intergranular strain model for larger numbers of repetitive cycles Acta Geotech (2020)
dc.relationDuqueJ. 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)
dc.relationOchmańskiM. et al. Performance of tripod foundations for offshore wind turbines: a numerical study Géotech Lett (2021)
dc.relationStallebrassS. Modelling the effect of recent stress history on the deformation of overconsolidated soils (1990)
dc.relationDuqueJ. et al. Characteristic limitations of advanced plasticity and hypoplasticity models for cyclic loading of sands Acta Geotech (2022)
dc.relationAtkinsonJ. et al. Effect of recent stress history on the stiffness of overconsolidated soil Géotechnique (1990)
dc.relationPanK. et al. Impact of static preshearing on undrained anisotropy and shear characteristics of sand Int J Geomech (2018)
dc.relationMašínD. 3D modeling of an NATM tunnel in high K0 clay using two different constitutive models J Geotech Geoenviron Eng (2009)
dc.relationTafiliM. On the behaviour of cohesive soils: constitutive description and experimental observations (2019)
dc.relationKnittelL. 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
dc.relationLaiY. 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)
dc.relationDuque J, Ochmański M, Mašín D. On the Influence of Multiple Episodes of Cyclic Loading and Reconsolidation on the...
dc.relationDuqueJ. et al. On the behavior of monopiles subjected to multiple episodes of cyclic loading and reconsolidation in cohesive soils Comput Geotech (2021)
dc.relationWangJ. et al. The effect of shaking history on liquefaction resistance of sand deposit using shake table testing
dc.relationEl-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)
dc.relationIshiharaK. Soil behaviour in earthquake geotechnics (1996)
dc.relationFinnL. et al. Effect of strain history on liquefaction of sand J Soil Mech Found Div (1970)
dc.relationLeeK. et al. Earthquake induced settlements in saturated sands J Geotech Eng Div (1974)
dc.relationOdaM. et al. Microstructural interpretation on reliquefaction of saturated granular soils under cyclic loading J Geotech Geoenviron Eng (2001)
dc.relationSriskandakumar S, Wijewickreme D, Byrne P. Multiple Cyclic Loading Response of Loose Air-Pluviated Fraser River Sand....
dc.relationVaidY. et al. Liquefaction and postliquefaction behavior of sand J Geotech Eng (1995)
dc.relationSeedH. et al. Influence of seismic history on liquefaction of sands J Geotech Eng Div (1977)
dc.relationSeedR. et al. Penetration and liquefaction resistances: Prior seismic history effects J Geotech Eng (1988)
dc.relationSivathayalanS. et al. Influence of strain history on postliquefaction deformation characteristics of sands J Geotech Geoenviron Eng (2014)
dc.relationHussain M, Sachan A. Post-liquefaction Reconsolidation and Undrained Cyclic Behaviour of Chang Dam Soil. In:...
dc.relationPorcinoD. et al. Influence of cyclic pre-shearing on undrained behaviour of carbonate sand in simple shear tests Geomech Geoeng (2009)
dc.relationPorcinoD. et al. Pre- and post-liquefaction response of sand in cyclic simple shear
dc.relationDoanhT. et al. Undrained instability of very loose Hostun sand in triaxial compression and extension. Part 1: experimental observations Mech Cohes-Frict Mater (1997)
dc.relation166
dc.rights© 2022 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/S0267726122005656#preview-section-references
dc.subjectCyclic preloadings
dc.subjectCyclic response
dc.subjectZbraslav sand
dc.titleThe influence of cyclic preloadings on cyclic response of Zbraslav sand
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


Este ítem pertenece a la siguiente institución