Research in Testing of Loess Foundation Pile Hysteretic Property under Horizontal Cyclic Load

Abstract:

In this paper, by the large scale model test of pile-soil in remodeling loess foundation, authors research the basic discipline of pile-soil interaction plastic hysteretic property of pile foundation in loess area under horizontal cyclic load and obtain hysteretic curves, skeleton curves and relationship between equivalent viscous damping coefficient and displacement under pile-soil interaction. The paper also discusses the intensity components, plastic and other energy and equivalent viscous damping coefficient cycles occur with varying degrees of degradation of the variation.

• Periodical: Advanced Materials Research (Volumes 433-440)
• Pages: 202-206
• DOI: https://doi.org/10.4028/www.scientific.net/AMR.433-440.202
• Online since: January 2012
• Authors: Ming Bo Ding, Xing Chong Chen
• Keywords: Hysteretic Curve, Loess Foundation, Model Testing, Pile-Soil Interaction

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