水位骤降时坝体稳定性分析 - MIDAS-整体解决 ...cn.midasuser.com/index/solution/doc/gts/midas GTS NX-5.pdf · 渗流边界条件及选项设置-节点水头/渗流面

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  • Basic Tutorials

    Chapter 7. | 1

    1

    1.1

    (Steady state) (Transient)

    /

    -/

  • Basic Tutorials

    2 | Chapter 7.

    1.2

    30m 150m 100m

    20m 10m

    5m

    5m

  • Basic Tutorials

    Chapter 7. | 3

    2

    [(07_Dam_start)]

    * : > > (Analysis > Analysis Case > Setting)

    Z SI (kN,m)

    hr

  • Basic Tutorials

    4 | Chapter 7.

    3

    3.1 ()

    Mohr-Coulomb

    Mohr

    Coulomb

    Mohr

    Coulomb

    Mohr

    Coulomb

    Mohr

    Coulomb

    (E) 4.0E+04 5.0E+04 5.2E+04 2.0E+06

    (v) 0.35 0.33 0.3 0.2

    (r) 20 20 19 23

    Ko 0.5 0.5 0.74 0.6

    () 21 22 22 23 Initial Void

    Ratio(eo) 0.5 0.5 0.5 0.5

    -

    kx 1.92E-05 1.00E-04 0.01 1.00E-05

    ky 1.92E-05 1.00E-04 0.01 1.00E-05

    kz 1.92E-05 1.00E-04 0.01 1.00E-05

    (Ss) Auto Auto Auto Auto

    30 0 0 100

    35.6 33 39 43

    (vu)(E')(v')

    0.5 0.495

    '( ')

    (1 2 ')(1 ')(1 2 )

    uf u

    u

    EK BK

    .

  • Basic Tutorials

    Chapter 7. | 5

    sw w

    w f

    nS

    K K

    s

    (1 2 ')(1 ')(1 2 )

    '( ')

    uw

    u

    SE

    3.2

    3D 3D 3D 3D

    3.3

    * : / > //>>

    (20m)(5m / day) 5m

    (0,20)(72,5)(100,5)

    .

  • Basic Tutorials

    6 | Chapter 7.

    200(hr) 0

    5(m)

  • Basic Tutorials

    Chapter 7. | 7

    4

    []

    4.1

    * : > > (Geometry > Surface & Solid > Make

    Face)

    6

    * : > > (Geometry > Protrude > Extrude)

    (6 )

    Y 100(m)

  • Basic Tutorials

    8 | Chapter 7.

    * : > > (Geometry > Surface & Solid > Auto

    Connect)

    (6 )

    > > >

  • Basic Tutorials

    Chapter 7. | 9

    4.2

    * : > > 3D (Mesh > Generate > 3D)

    -

    2

    4610

    > >

  • Basic Tutorials

    10 | Chapter 7.

    5

    5.1

    * : / > > (Seepage/Consolidation Analysis >

    Boundary > Nodal Head)

    20(m)

    5(m) 20m

    (4)

    20(m)

  • Basic Tutorials

    Chapter 7. | 11

    < Q=0

    Section 6

    * : / > > (Seepage/Consolidation Analysis >

    Boundary > Review)

    0

    0 0

    0

    2

  • Basic Tutorials

    12 | Chapter 7.

    5.2

    * : / > > (Seepage/Consolidation

    Analysis > Construction Stage > Stage Set)

    /

    []

    []

    1 :

    :

    :

    : [][]

    2 :

    :

    : 3 72hr

  • Basic Tutorials

    Chapter 7. | 13

    : []

    : []

    3 : ()

    :

    -

    -

  • Basic Tutorials

    14 | Chapter 7.

    5.3

    * : > > (Analysis > Analysis Case > General)

    > ''

    ''

    5.4

    * : > > (Analysis > Analysis > Perform)

  • Basic Tutorials

    Chapter 7. | 15

    6

    ()

    6.1

    Nodal Seepage Results

    60

    Nodal Seepage

    Results > TOTAL HEAD

    20m 5m

    16m

  • Basic Tutorials

    16 | Chapter 7.

    Nodal Seepage

    Results > PORE PRESSURE HEAD '0(zero)'

    > > /

    (

    )

  • Basic Tutorials

    Chapter 7. | 17

    < Q=0

    20m 5m 5m

    (

    ) 60

  • Basic Tutorials

    18 | Chapter 7.

    6.2

    3D Element

    Seepage Results > FLOW VELOCITY X(-)

    (+)

    6.3

    -2

    -

    60

  • Basic Tutorials

    Chapter 7. | 19

    6.4 PDF

    GTS NX / PDF

    > 3D PDF

    PDF

    /

    Dam.pdf

  • Basic Tutorials

    20 | Chapter 7.