Research in Model Testing Pier-Foundation Hysteretic Property in Passenger Dedicated Line

Ming Bo Ding; Xing Chong Chen

doi:10.4028/www.scientific.net/AMM.37-38.949

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 37-38Research in Model Testing Pier-Foundation...

Research in Model Testing Pier-Foundation Hysteretic Property in Passenger Dedicated Line

Abstract:

The hysteretic and skeleton curves of load-displacement relation in pier top were got through the model-testing method of pile-soil interaction. The test model of pier was analyzed through static method-pushover. The complexity of subsoil property and constitutive relation of subsoil under reversal cyclic loading was considered. The model characteristics of energy dissipated, hysteretic property, ductility, failure mechanism and plastic energy of the pier under the horizontal reversal cyclic loading were researched.

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Periodical:

Applied Mechanics and Materials (Volumes 37-38)

Pages:

949-952

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.37-38.949

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Online since:

November 2010

Authors:

Ming Bo Ding, Xing Chong Chen

Keywords:

Hysteretic Property, Model Testing, Pier, Pile Foundation

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References

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