Ground behaviour due to advancement of steel pipes of the pipe lining tunnel work

Yasuharu Okabe, Kazuhito Komiya, Hiroki Takahashi, Hirokazu Akagi

Research output: Chapter in Book/Report/Conference proceedingConference contribution

Abstract

Three dimensional ground displacements during the pile lining construction work were measured in the field in order to investigate the effect of the construction processes on the ground responses. In the pile lining method, a steel pile is driven forward by applying mechanical jack forces and excavating the soil in front of the pile. The ground displacement was mainly caused by these pile lining operations. Three dimensional FEM analyses were conducted to simulate the processes of the pile lining construction work and the numerical results were compared with the field measurements.

Original languageEnglish
Title of host publication5th China-Japan Geotechnical Symposium
PublisherPeople's Communications Press
Pages17-21
Number of pages5
ISBN (Print)9787114105821
Publication statusPublished - 2013 Jan 1
Event5th China-Japan Geotechnical Symposium: New Advances in Geotechnical Engineering - Chengdu, China
Duration: 2013 May 182013 May 19

Publication series

Name5th China-Japan Geotechnical Symposium

Conference

Conference5th China-Japan Geotechnical Symposium: New Advances in Geotechnical Engineering
CountryChina
CityChengdu
Period13/5/1813/5/19

Keywords

  • Displacement
  • Finite element method
  • Measurement
  • Pipe lining tunnelling

ASJC Scopus subject areas

  • Geotechnical Engineering and Engineering Geology

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  • Cite this

    Okabe, Y., Komiya, K., Takahashi, H., & Akagi, H. (2013). Ground behaviour due to advancement of steel pipes of the pipe lining tunnel work. In 5th China-Japan Geotechnical Symposium (pp. 17-21). (5th China-Japan Geotechnical Symposium). People's Communications Press.