Fachinformationsdienst BAUdigital

A platform for research: civil engineering, architecture and urbanism

    Analysis of three-dimensional effect of tunnel face stability on sandy ground with a clay layer by the three-dimensional rigid plastic Finite Element Method

    New search for: Konishi, S.
    New search for: Tamura, T.
    New search for: Adachi, T.
    New search for: Tateyama, K.
    New search for: Kimura, M.

    Access

    Access via TIB
    Check availability in my library
    Order at Subito €

    Access

    Access via TIB
    Check availability in my library
    Order at Subito €

    Page navigation

    Document information
    Similar titles

    Export, share and cite

    Analysis of three-dimensional effect of tunnel face stability on sandy ground with a clay layer by the three-dimensional rigid plastic Finite Element Method

    New search for: Konishi, S.
    New search for: Tamura, T.
    New search for: Adachi, T.
    New search for: Tateyama, K.
    New search for: Kimura, M.

    Access

    Access via TIB
    Check availability in my library
    Order at Subito €

    Analysis of three-dimensional effect of tunnel face stability on sandy ground with a clay layer by the three-dimensional rigid plastic Finite Element Method

    New search for: Konishi, S.
    New search for: Tamura, T.
    New search for: Adachi, T.
    New search for: Tateyama, K.
    New search for: Kimura, M.

    Access

    Access via TIB
    Check availability in my library
    Order at Subito €

    Access

    Access via TIB
    Check availability in my library
    Order at Subito €

    Page navigation

    Document information
    Similar titles

    Export, share and cite

    Document information
    Title:

    Analysis of three-dimensional effect of tunnel face stability on sandy ground with a clay layer by the three-dimensional rigid plastic Finite Element Method

    Contributors:

    Konishi, S. (author) / Tamura, T. (author) / Adachi, T. / Tateyama, K. / Kimura, M.

    Conference:

    International symposium, Modern tunneling science and technology ; 2001 ; Kyoto, Japan

    Published in:

    Modern tunneling science and technology ; 121-126

    Publication date:

    2001-01-01

    Size:

    6 pages

    ISBN:

    9026518609 , 9026518617

    Type of media:

    Conference paper

    Type of material:

    Print

    Language:

    English

    Keywords:

    tunneling science , technology , modern tunneling science , IS Kyoto , tunneling technology

    © Metadata Copyright the British Library Board and other contributors. All rights reserved.

    Similar titles

    Rigid-plastic analysis of tunnel face stability affected by ground water

    Konishi, S. / Kawashima, Y. / Tamura, T. et al. | British Library Conference Proceedings | 2006

    Stability conditions of tunnel face in sandy ground

    Mashimo, H. / Suzuki, M. / Japanese Geotechnical Society et al. | British Library Conference Proceedings | 1998

    EverFE: Rigid Pavement Three-Dimensional Finite Element Analysis Tool

    Davids, W. G. / Turkiyyah, G. M. / Mahoney, J. P. | British Library Online Contents | 1998

    Continuous field based upper bound analysis for three-dimensional tunnel face stability in undrained clay

    Huang, Maosong / Li, Sen / Yu, Jian et al. | British Library Online Contents | 2018

    Continuous field based upper bound analysis for three-dimensional tunnel face stability in undrained clay

    Huang, Maosong / Li, Sen / Yu, Jian et al. | British Library Online Contents | 2018

    Back to top