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• W2888037236 abstract "This article presents a study of liquefaction resistance behaviour of sand using a cyclic triaxial test. The site investigation was performed, and frozen undisturbed specimens were taken from the Izumio site in Osaka, Japan. According to the evidence in 1995 Kobe Earthquake, the first two sand layers are vulnerable to undergo liquefaction. The effect of deviatoric stress on liquefaction resistance was focused on in this study. The excess pore pressure ratio, hysteresis loop, and effective stress path from the cyclic triaxial tests were reported. A multispring element model was employed to simulate the soil behaviour under cyclic loading. The results showed that applied deviatoric stress could influence the liquefaction resistance of sandy soil samples. The plots of the cyclic stress ratio versus the number of cycles to generate liquefaction known as a liquefaction resistance curve can be then constructed and compared with other sands." @default.
• W2888037236 created "2018-08-31" @default.
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• W2888037236 date "2018-08-21" @default.
• W2888037236 modified "2023-10-09" @default.
• W2888037236 title "Cyclic behaviour and liquefaction resistance of Izumio sands in Osaka, Japan" @default.
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• W2888037236 doi "https://doi.org/10.1080/1064119x.2018.1485793" @default.
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