MODEL EXPERIMENT STUDIES FOR A NEW METHOD OF INSPECTING BROKEN FOUNDATION
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Graphical Abstract
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Abstract
Using full-wave model phase analysis and instantaneous spectrum analysis in the time domain, moro detailed studies of the ultrasonic model tests were carried out to get the features of the elastic wave motion and dynamics before and after the break of concrete foundation piles, thus obtaining the data about broken foundation piles under testing condition, giving the formulas for locating the places of break.
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