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- W2362120734 abstract "Much destruction would be caused by vibration in various natural disasters.The dynamic characteristic of sand,especially liquefaction characteristic,has been studied for a long time,while the history of the study of dynamic characteristic of silty soil is relatively short.Liquefaction is known to be caused by earthquake shaking,with the state of soil changing from solid to liquid.Silty soil is one of the engineering soils in nature of special interest,with distinct characteristics from those of sand.Earthquake-induced settlement caused by silty soil liquefaction is most dangerous.Based on sympathetic vibration tests of Yun-Nan silty soil,G/G_(max)～γ/γ_r curve and D～γ curve are obtained after being normalized,which then is analyzed and fitted by modifying hyperbola model.Based on dynamic triaxial tests,we obtain the relative curve between dynamic strength and vibration number of failure for different consolidation pressure,which accords with power hypotaxis preferably.We can also obtain the relative curve between dynamic strength and vibration number of failure for different consolidation ratio,which accords with hypo-twain parabola better.By analyzing the trial curve of pore pressure and vibration number of failure for different consolidation pressure,we assure that it can be fitted by exponential function.All these analysis can be used as a reference for computation and analysis." @default.
- W2362120734 created "2016-06-24" @default.
- W2362120734 creator A5006851116 @default.
- W2362120734 date "2006-01-01" @default.
- W2362120734 modified "2023-09-23" @default.
- W2362120734 title "Laboratory Study on Dynamic Properties of Silty Soil" @default.
- W2362120734 hasPublicationYear "2006" @default.
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