dc.creatorWichtmann, Torsten
dc.creatorNiemunis, Andrzej
dc.creatorTriantafyllidis, Theodor
dc.creatorPoblete, Mauro
dc.date2015-07-15T16:37:52Z
dc.date2015-07-15T16:37:52Z
dc.date2005
dc.identifierSoil Dynamics and Earthquake Engineering 25
dc.identifier0267-7261
dc.identifierhttp://repositoriodigital.ucsc.cl/handle/25022009/69
dc.descriptionArtículo de publicación ISI
dc.descriptionThe compactivity of sand due to cyclic loading with a high number (NO103) of small cycles (3ampl%10K3) cannot be described by void ratio and stress alone. It depends strongly on the soil fabric usually described as ‘cyclic preloading’. The cyclic preloading cannot be measured directly in situ but correlates well with the liquefaction resistance. This paper demonstrates this correlation on the basis of laboratory tests. Practical applications can be derived from this work.
dc.languageen
dc.publisherElsevier
dc.rightsAtribucion-Nocomercial-SinDerivadas 3.0 Chile
dc.rightshttp://creativecommons.org/licenses/by-nc-nd/3.0/cl/
dc.sourcehttp://goo.gl/CWsIzU
dc.subjectCyclic preloading
dc.subjectLiquefaction resistance
dc.subjectCorrelation
dc.subjectCyclic undrained triaxial tests
dc.subjectSand
dc.titleCorrelation of cyclic preloading with the liquefaction resistance
dc.typeArtículos de revistas


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