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

Yasuharu Okabe, Kazuhito Komiya, Hiroki Takahashi, Hirokazu Akaki

    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
    Event5th China-Japan Geotechnical Symposium: New Advances in Geotechnical Engineering - Chengdu
    Duration: 2013 May 182013 May 19

    Other

    Other5th China-Japan Geotechnical Symposium: New Advances in Geotechnical Engineering
    CityChengdu
    Period13/5/1813/5/19

    Fingerprint

    Pipe linings
    tunnel lining
    Steel pipe
    Piles
    Tunnels
    pile
    pipe
    steel
    Linings
    Jacks
    Soils
    Finite element method
    Steel

    Keywords

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

    ASJC Scopus subject areas

    • Geotechnical Engineering and Engineering Geology

    Cite this

    Okabe, Y., Komiya, K., Takahashi, H., & Akaki, 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). People's Communications Press.

    Ground behaviour due to advancement of steel pipes of the pipe lining tunnel work. / Okabe, Yasuharu; Komiya, Kazuhito; Takahashi, Hiroki; Akaki, Hirokazu.

    5th China-Japan Geotechnical Symposium. People's Communications Press, 2013. p. 17-21.

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

    Okabe, Y, Komiya, K, Takahashi, H & Akaki, H 2013, Ground behaviour due to advancement of steel pipes of the pipe lining tunnel work. in 5th China-Japan Geotechnical Symposium. People's Communications Press, pp. 17-21, 5th China-Japan Geotechnical Symposium: New Advances in Geotechnical Engineering, Chengdu, 13/5/18.
    Okabe Y, Komiya K, Takahashi H, Akaki H. Ground behaviour due to advancement of steel pipes of the pipe lining tunnel work. In 5th China-Japan Geotechnical Symposium. People's Communications Press. 2013. p. 17-21
    Okabe, Yasuharu ; Komiya, Kazuhito ; Takahashi, Hiroki ; Akaki, Hirokazu. / Ground behaviour due to advancement of steel pipes of the pipe lining tunnel work. 5th China-Japan Geotechnical Symposium. People's Communications Press, 2013. pp. 17-21
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