Results of compaction and swell tests indicate that plasticity index limits of 4 to 12 as allowed in present specifications for stabilized soil roads satisfactorily cover range of conditions usually encountered in various localities; for each ratio of binder soil to fine sand or soil fines there is optimum course sand content at which maximum density is obtained. (See also - discussion p 321)


    Zugriff

    Zugriff über TIB

    Verfügbarkeit in meiner Bibliothek prüfen


    Exportieren, teilen und zitieren



    Titel :

    Effect of quality of clay on soil mortar


    Weitere Titelangaben:

    Highway Research Board -- Proc


    Beteiligte:
    Miller, R.W. (Autor:in)

    Kongress:

    Highway Research Board -- Meeting ; 1936 Stabilization



    Erscheinungsdatum :

    1936


    Format / Umfang :

    4 pages


    Medientyp :

    Aufsatz (Konferenz)


    Format :

    Print


    Sprache :

    Englisch


    Schlagwörter :



    Modelling soil compaction under pneumatic tyres in clay soil

    Salokhe, V.M. / Nguyen The Ninh | Tema Archiv | 1993


    Mechanical Properties and Microstructure of Polypropylene Fiber Reinforced Cement Mortar Soil

    Ruan, Bo / Ding, Hui / Teng, Jidong et al. | Springer Verlag | 2021



    Mortar lifting machine

    LEI XIAOJIN | Europäisches Patentamt | 2023

    Freier Zugriff