Hemisphere-Shaped Iron Joint between PHC Pile and Steel Reinforced Concrete Column. Part II: Experiment

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Abstract:

In Part I, to have an environmental-friendly, highly durable, cost saving, and easily constructible method in top-down construction, one prototype of a joint of PHC pile to column was suggested on the basis of analytical studies. In this paper, structural performance of such joint of PHC pile to column is experimentally analyzed with regard to axial strength and strains.

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950-953

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December 2013

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© 2014 Trans Tech Publications Ltd. All Rights Reserved

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