Dynamic Response and Internal Force of Partially Embedded Single Pile with Distributed Loads

Abstract:

Dynamic characteristics of pile under distributed loads have aroused strong attention in the engineering field. Based on the Winkler beam model, transfer matrix method is used to build lateral vibration model for the partially embedded single pile with distributed loads. The method for solving pile deformation and internal force is shown. The influence to deformation and internal forces of partially embedded pile by load form is analyzed.

• Periodical: Applied Mechanics and Materials (Volumes 353-356)
• Pages: 324-328
• DOI: https://doi.org/10.4028/www.scientific.net/AMM.353-356.324
• Online since: August 2013
• Authors: Hong Yong Lv, Qing Ren
• Keywords: Distributed Loads, Internal Force, Partially Embedded, Pile Foundation

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