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    Relief bridge at Leuze, Belgium

    New search for: Hondermarcq, H.

    Geological conditions and their influence on foundation; axis of bridge forms with axis of existing railroad tracks angle of about 55°; stress analysis of concrete arches which are two-hinged type with span of 56 m each; loading tests; piers founded on Franki piles.

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    Relief bridge at Leuze, Belgium

    New search for: Hondermarcq, H.

    Geological conditions and their influence on foundation; axis of bridge forms with axis of existing railroad tracks angle of about 55°; stress analysis of concrete arches which are two-hinged type with span of 56 m each; loading tests; piers founded on Franki piles.

    Access

    Access via TIB
    Check availability in my library

    Relief bridge at Leuze, Belgium

    New search for: Hondermarcq, H.

    Geological conditions and their influence on foundation; axis of bridge forms with axis of existing railroad tracks angle of about 55°; stress analysis of concrete arches which are two-hinged type with span of 56 m each; loading tests; piers founded on Franki piles.

    Access

    Access via TIB
    Check availability in my library

    Access

    Access via TIB
    Check availability in my library

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    Document information
    Similar titles

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    Document information
    Title:

    Relief bridge at Leuze, Belgium

    Additional title:

    Le pont du contournement de Leuze

    Contributors:

    Hondermarcq, H. (author)

    Published in:

    Liege Universite Centre d'Etudes du Genie Civil -- Bulletin ; 3

    Publication date:

    1948

    Size:

    59 pages

    Remarks:

    Sectional drawings, Photographs

    Type of media:

    Article (Journal)

    Type of material:

    Print

    Language:

    French

    Keywords:

    Bridges, concrete arch

    © Metadata Copyright Elsevier B. V. All rights reserved.

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