| dc.creator | Wichtmann, Torsten | |
| dc.creator | Niemunis, Andrzej | |
| dc.creator | Triantafyllidis, Theodor | |
| dc.creator | Poblete, Mauro | |
| dc.date | 2015-07-15T16:37:52Z | |
| dc.date | 2015-07-15T16:37:52Z | |
| dc.date | 2005 | |
| dc.identifier | Soil Dynamics and Earthquake Engineering 25 | |
| dc.identifier | 0267-7261 | |
| dc.identifier | http://repositoriodigital.ucsc.cl/handle/25022009/69 | |
| dc.description | Artículo de publicación ISI | |
| dc.description | The 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.language | en | |
| dc.publisher | Elsevier | |
| dc.rights | Atribucion-Nocomercial-SinDerivadas 3.0 Chile | |
| dc.rights | http://creativecommons.org/licenses/by-nc-nd/3.0/cl/ | |
| dc.source | http://goo.gl/CWsIzU | |
| dc.subject | Cyclic preloading | |
| dc.subject | Liquefaction resistance | |
| dc.subject | Correlation | |
| dc.subject | Cyclic undrained triaxial tests | |
| dc.subject | Sand | |
| dc.title | Correlation of cyclic preloading with the liquefaction resistance | |
| dc.type | Artículos de revistas | |
