Influence of the Back Pressure Technique on the Shear Strength of Soils

    Volume 3, Issue 1 (March 1980)

    ISSN: 0149-6115

    CODEN: GTJOAD

    Page Count: 6


    Allam, MM
    Islamiah Institute of Technology, Bangalore,

    Sridharan, A
    Associate professor, Indian Institute of Science, Bangalore,

    Abstract

    A series of consolidated-undrained triaxial tests with pore pressure measurement were carried out to study the influence of the back pressure technique on the shear strength of soils. Hand-remolded samples of normally consolidated and overconsolidated kaolinite, compacted samples of kaolinite, hand-remolded normally consolidated black cotton soil, and hand-remolded and undisturbed samples of red earth were tested with and without the back pressure technique. The results indicate that a back pressure can significantly influence the shear strength and pore pressure response of soils. Two mechanisms govern the influence of the back pressure; which one applies depends on whether the soils compress or dilate during shear. The effective stress parameters are essentially unaffected by the back pressure technique. A partial consolidation technique promises to be an effective time-saving method of determining the shear strength parameters.


    Paper ID: GTJ10472J

    DOI: 10.1520/GTJ10472J

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    Author
    Title Influence of the Back Pressure Technique on the Shear Strength of Soils
    Symposium , 0000-00-00
    Committee D18