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- W2364248029 abstract "A series of tests were performed,including the cyclic preloading tests with different stress magnitudes and the second loading liquefaction tests on Fujian saturated loose sands with a relative density of 30% under isotropic consolidation condition by using the soil static and dynamic universal triaxial and torsional shear apparatus.And the effect of the cyclic preloading on the resistance to liquefaction of saturated loose sands was investigated.Experimental data indicate that the void ratio of saturated sands has a negligible reduction after cyclic preloading.And in the given cyclic numbers the maximal pore water pressure during the cyclic preloading increases linearly with the increment of cyclic stress magnitude which is small.Moreover,with the increment of the cyclic preloading stress magnitude,the resistance to liquefaction of saturated sands in the second loading is increased continuously under the condition that the liquefaction does not occur during the cyclic preloading.The reason is that more stable structure is constructed because of the uniformity of the void and the better interlocking of the particles when the cyclic preloading is performed on the saturated sands." @default.
- W2364248029 created "2016-06-24" @default.
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- W2364248029 date "2010-01-01" @default.
- W2364248029 modified "2023-09-24" @default.
- W2364248029 title "Effect of cyclic preloading on resistance to liquefaction of saturated loose sand" @default.
- W2364248029 hasPublicationYear "2010" @default.
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