Directs Hear Test

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    DIRECT SHEAR TESTDIRECT SHEAR TEST

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    Applications of Direct shearApplications of Direct shear

    strength parameters (c ,strength parameters (c , ))

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    Concept ofConcept ofDilatancyDilatancy and Shearand Shear

    ResistanceResistance

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    TYPICAL TEST RESULTSTYPICAL TEST RESULTS -- SANDSAND

    Stress-Displacement

    0.000

    0.500

    1.000

    1.500

    2.000

    2.500

    3.000

    0.00 0.10 0.20 0.30 0.40 0.50 0.60

    horizontal displacement (in)

    shear

    stress(

    ksf)

    normal stress = 1000 psf

    normal stress = 2000 psf

    normal stress = 500 psf

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    Dilatancy in dense sandDilatancy in dense sand

    Dilatancy Behavior

    -0.035

    -0.030

    -0.025

    -0.020

    -0.015

    -0.010

    -0.005

    0.000

    0.005

    0 0.1 0.2 0.3 0.4 0.5 0.6

    horizontal displacement (in)

    ve

    rticaldisplacement(in)

    normal stress = 500 psfnormal stress = 1000 psf

    normal stress = 2000 psf

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    Shear box w ith alignment screwsShear box w ith alignment screws

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    Sample preparationSample preparation

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    Place the shear box under the load cellP lace the shear box under the load cell

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    Align the load cellAlign the load cell

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    Clamp the shear box, so that onlyClamp the shear box, so that only

    the lower half movesthe lower half moves

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    Run the DIGISHEARRun the DIGISHEARsoftware and obtainsoftware and obtain

    parameters c ,parameters c ,

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