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Design optimization analysis of pile foundation parameters for widening bridge in cold region

  • Ltd.
  • School of Transportation Science and Engineering, Harbin Institute of Technology
  • Ltd.

Research output: Contribution to journalConference articlepeer-review

Abstract

Relying on Yunliang River Bridge of Beijing-Harbin expressway reconstruction and expansion project, the pile-soil interaction model is established by using ABAQUS. Based on the sensitivity analysis of the vertical deformation, cross-bridge deformation and additional bending moment of the old pile under different design parameters such as pile diameter and pile length, the influence of different design parameters of the new pile foundation on the additional internal force and deformation of the old pile is studied, which provides a theoretical basis for the construction of bridge pile foundation in cold areas.

Original languageEnglish
Article number012162
JournalJournal of Physics: Conference Series
Volume2044
Issue number1
DOIs
StatePublished - 28 Oct 2021
Externally publishedYes
Event2nd International Conference on Advanced Materials and Intelligent Manufacturing, ICAMIM 2021 - Nanning, Virtual, China
Duration: 20 Aug 202122 Aug 2021

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