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Impact Analysis of Support Structure of Unsymmetrical Loading Deep Foundation Pit Adjoining Highway

Author(s):

Medium: journal article
Language(s): en 
Published in: The Open Civil Engineering Journal, , n. 1, v. 9
Page(s): 463-470
DOI: 10.2174/1874149501509010463
Abstract:

The air shaft deep foundation pit 6 is influenced by subgrade unbalance loading of highway 312, specifically its deep horizontal displacement of supporting piles and subgrade settlement of expressway 312 under unsymmetrical load effect. This paper carries out construction monitoring and numerical simulation analysis and gives a detailed study on the influenced factors of support structure deformation. Calculation results show that subgrade unsymmetrical load has a great influence on deep horizontal deformation of supporting piles. The maximum horizontal displacement at the bias side is about three times more than non-bias side's; when the distance of subgrade to foundation pit is the same as the depth of excavation, the influence of subgrade on pit can be ignored; as the cohesion and internal friction angle increases, the horizontal displacement of fender piles decreases. However, enlarging the embedded depth of supporting piles has no significant influence on the stability of foundation pit.

Copyright: © 2016 Donglin Wang and Lei Wang
License:

This creative work has been published under the Creative Commons Attribution 4.0 International (CC-BY 4.0) license which allows copying, and redistribution as well as adaptation of the original work provided appropriate credit is given to the original author and the conditions of the license are met.

  • About this
    data sheet
  • Reference-ID
    10175602
  • Published on:
    30/12/2018
  • Last updated on:
    02/06/2021