Deep pit foundation steel sheet pile supporting scheme of the 274# pile cap for super large bridge over the coastal expressway and the North Jiangsu irrigation canal

Kun Huang, Rui Wei Feng

Research output: Chapter in book / Conference proceedingConference article published in proceeding or bookAcademic researchpeer-review

Abstract

The results of considering the path effect and without considering the path effect computed by MIDAS/Civil are different, while the path effect can reflect the real stress of system in construction, but the deformation can not meet the construction standard. So we eliminate the stress of system and deformation accumulation in construction by changing the process of construction and using the hydraulic jack.

Original languageEnglish
Title of host publicationMaterial and Manufacturing Technology V
PublisherTrans Tech Publications Ltd
Pages341-345
Number of pages5
ISBN (Print)9783038351498
DOIs
Publication statusPublished - 2014
Externally publishedYes
Event5th International Conference on Material and Manufacturing Technology, ICMMT 2014 - Kuala Lumpur, Malaysia
Duration: 8 May 20149 May 2014

Publication series

NameAdvanced Materials Research
Volume974
ISSN (Print)1022-6680
ISSN (Electronic)1662-8985

Conference

Conference5th International Conference on Material and Manufacturing Technology, ICMMT 2014
Country/TerritoryMalaysia
CityKuala Lumpur
Period8/05/149/05/14

Keywords

  • Hydraulic jack
  • Midas civil
  • Path effect
  • Steel sheet pile

ASJC Scopus subject areas

  • General Engineering

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