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    The Application of Equivalent Flow Model in Groundwater Resources Loss Estimate of Fractured Rock Tunnel

    New search for: Liu, Z.C.
    New search for: Yang, Q.
    New search for: Sun, M.L.
    New search for: Yang, Qing

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    The Application of Equivalent Flow Model in Groundwater Resources Loss Estimate of Fractured Rock Tunnel

    New search for: Liu, Z.C.
    New search for: Yang, Q.
    New search for: Sun, M.L.
    New search for: Yang, Qing

    Access

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

    The Application of Equivalent Flow Model in Groundwater Resources Loss Estimate of Fractured Rock Tunnel

    New search for: Liu, Z.C.
    New search for: Yang, Q.
    New search for: Sun, M.L.
    New search for: Yang, Qing

    Access

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

    Access

    Access via TIB
    Check availability in my library
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    Document information
    Title:

    The Application of Equivalent Flow Model in Groundwater Resources Loss Estimate of Fractured Rock Tunnel

    Contributors:

    Liu, Z.C. (author) / Yang, Q. (author) / Sun, M.L. (author) / Yang, Qing

    Conference:

    International conference; 4th, Technology of architecture and structure ; 2011 ; X'ian, China

    Published in:

    Technology of architecture and structure ; 1249-1252

    ADVANCED MATERIALS RESEARCH -ZUG- ; 368/373

    Publication date:

    2012-01-01

    Size:

    4 pages

    Remarks:

    "Sponsored by Division of Civil, Hydraulic, and Architecture Engineering of Chinese Academy of Engineering, China Civil Engineering Society"--Pref. Includes bibliographical references and index.

    ISBN:

    9783037852781 , 303785278X

    ISSN:

    1022-6680

    Type of media:

    Conference paper

    Type of material:

    Print

    Language:

    English

    Keywords:

    Structural engineering , Civil engineering , Architecture innovation , ICTAS

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

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