Marsh deposit beneath 7-ft high embankment for airport runway was stabilized by vertical sand drains and continuous sand blanket beneath fill, followed by surcharge loading to twice embankment height; soil borings and laboratory tests made four years after construction showed that six feet of primary consolidation should have been anticipated, of which only 1.5 ft would occur during specified 3-mo stabilization period.


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    Titel :

    Fill settlement despite vertical sand drains


    Weitere Titelangaben:

    ASCE -- Proc (J Soil Mechanics Foundations Div)


    Beteiligte:
    Sowers, G.F. (Autor:in)


    Erscheinungsdatum :

    1964


    Format / Umfang :

    14 pages


    Medientyp :

    Aufsatz (Zeitschrift)


    Format :

    Print


    Sprache :

    Englisch


    Schlagwörter :


    Vertical Sand Drains

    Engineering Index Backfile | 1954


    Sand Drains

    NTIS | 1994



    Embankments with Geogrid and Vertical Drains

    Ting, W. H. / Chan, S. F. / Kassim, K. et al. | British Library Conference Proceedings | 1989


    Embankments with Geogrid and Vertical Drains

    Ting, W. H. / Malaysian Highway Authority | British Library Conference Proceedings | 1989