Numerical Simulation of Squeezed Branch and Plate Pile Subjected to Vertical and Lateral Loads

Abstract:

Based on the theoretical analysis results, the bearing behavior of squeezed and branch pile under vertical load and lateral load was analyzed in this paper. The mean works include the influence of vertical load on the pile lateral bearing capacity and influence of the lateral load on the vertical load bearing capacity. The factors influence the bearing capacity of pile such as elastic modulus of soil around and under pile bottom, pile length, plate position are also analyzed.

• Periodical: Advanced Materials Research (Volumes 926-930)
• Pages: 597-600
• DOI: https://doi.org/10.4028/www.scientific.net/AMR.926-930.597
• Online since: May 2014
• Authors: Xiao Juan Gao*, Yue Hui Li
• Keywords: Lateral Load, Numerical Simulation, Plate Pile, Squeezed Branch, Vertical load

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