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The Analysis on Rigid Core Pile Composite Foundation Dynamic
Abstract:
Through studying the field test results of rigid core pile composite foundation, Analyzing dynamic characteristics and dynamic response from peak acceleration and frequency duration, peak velocity and seismic waves. The following conclusion were got: Along with the rising of the upper load, peak acceleration of rigid core pile decrease, The frequency of Rigid core pile was between 6Hz-44Hz, Peak rate in the bottom of core pile have obvious change.
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601-604
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September 2014
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© 2014 Trans Tech Publications Ltd. All Rights Reserved
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