Research Article

Investigation on the Effect of Probability Distribution on the Dynamic Response of Liquefiable Soils

Figure 5

Time history curve of standard deviation of ground horizontal displacement () with different distributions: (a)  = 6 m and CoVG = 0.1; (b)  = 6 m and CoVG = 0.3; (c)  = 6 m and CoVG = 0.5; (d)  = 60 m and CoVG = 0.1; (e)  = 60 m and CoVG = 0.3; (f)  = 60 m and CoVG = 0.5.
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