lateral responses feb-3

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Lateral response of drilled shafts.

TRANSCRIPT

  • The solid curves are from OpenSees, and the dashed ones are from LPile. It is noted that only free head

    conditions are considered.

    Figure 1 Bending distribution at head displacement = 6

    -1000 0 1000 2000 3000 4000 5000-60

    -50

    -40

    -30

    -20

    -10

    0

    Bending Moment (in-kips)

    Dep

    th (

    ft)

    Baseline

    Cased w/o Internal Reinf

    Cased w/ Internal Reinf

    Uncased w/ High Strength Steel

  • Figure 2 Shear force distribution at head displacement = 6

    -400 -300 -200 -100 0 100 200 300 400-60

    -50

    -40

    -30

    -20

    -10

    0

    Shear Force (kips)

    Dep

    th (

    ft)

    Baseline

    Cased w/o Internal Reinf

    Cased w/ Internal Reinf

    Uncased w/ High Strength Steel