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- W2382383789 abstract "In this paper, a method of numerical simulation to study interaction of pile-soil based on the one-dimension stress wave theory is applied. The propagating process and reflection characteristics of stress wave under impulsed load in concrete piles are studied. The influence of pile defects to the oscillating properties is also simulated. The validity of this approach is verified through comparison of the measured curve and the simulated curve." @default.
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- W2382383789 date "2004-01-01" @default.
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- W2382383789 title "Analysis of pile-soil interaction by computer simulation" @default.
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