Effect of Specimen Preparation Method on the Stress-Strain Behavior of Sand in Plane-Strain Compression Tests

    Volume 31, Issue 4 (July 2008)

    ISSN: 0149-6115

    CODEN: GTJOAD

    Published Online: 11 February 2008

    Page Count: 13


    Wanatowski, D.
    Lecturer, The University of Nottingham, Nottingham,

    Chu, J.
    Associate Professor, Nanyang Technological University,

    (Received 18 June 2007; accepted 28 December 2007)

    Abstract

    Experimental results are presented in this paper to study the effect of specimen preparation method on the stress-strain behavior of sand in plane-strain compression tests. The data obtained from K0 consolidation, drained, undrained and strain path tests conducted on medium loose specimens prepared by the moist-tamping (MT) and the water sedimentation (WS) methods are compared. The test data show that the plane-strain compression behavior of medium loose sand under K0, drained and strain-path controlled (including undrained) conditions is affected by the specimen preparation method. Under K0 conditions, the K0 values obtained from the MT specimens are generally lower than those obtained from the WS specimens. Under drained conditions, more contractive behavior was observed for the MT sand. However, the failure stress ratio (or the failure friction angle) was not affected by the specimen preparation method. The data presented in this paper also illustrate that the compression behavior of medium loose sand in strain-path testing can be affected by the specimen preparation method. However, the differences in the stress-strain behavior will also depend on the strain increment ratio (dεv/dε1) imposed on the specimens. In general, different behaviors of the moist-tamped and water-deposited specimens reflect the influence of soil fabrics on the stress-strain behavior of sand.


    Paper ID: GTJ101307

    DOI: 10.1520/GTJ101307

    ASTM International is a member of CrossRef.

    Author
    Title Effect of Specimen Preparation Method on the Stress-Strain Behavior of Sand in Plane-Strain Compression Tests
    Symposium , 0000-00-00
    Committee D18