Characterisation of Static Liquefaction of Sand with Different Mixtures of Fines
MetadataShow full item record
Liquefaction is a phenomenon of a sudden reduction in shear strength of saturated soils when subjected to undrained static or cyclic loading. Static liquefaction susceptibility of sand with various amounts of fines was investigated using experimental and artificial intelligence approaches. Liquefaction behaviour of sandy soils was considerably dependent on the fines content and fines types. The artificial intelligence results showed that both of ANN and GP could well predict the liquefaction susceptibility of mixtures.
Showing items related by title, author, creator and subject.
End-Permian impactogenic earthquake and tsunami deposits in the intracratonic Paraná Basin of BrazilTohver, E.; Schmieder, M.; Lana, C.; Mendes, P.; Jourdan, Fred; Warren, L.; Riccomini, C. (2018)© 2018 The Authors. We investigate the stratigraphic record of the Permian-Triassic intracratonic Paraná Basin of South America for evidence of the Araguainha impact event. Soft-sediment deformation features are widespread ...
Chegenizadeh, Amin; Keramatikerman, M.; Nikraz, Hamid (2018)This study sought to investigate the effect of bulk continuous filament (BCF) on the liquefaction resistance of low plasticity silt by performing a series of cyclic triaxial tests on the reference (unreinforced) and ...
Keramatikerman, M.; Chegenizadeh, Amin; Nikraz, Hamid (2017)A series of cyclic triaxial tests were performed to determine the liquefaction resistance of sand stabilised with fly ash (FA). In order to understand the cyclic behaviour of the FA stabilised sand, the effect of relative ...