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  • Sandu Adriana - DanielaSlop Stability

    1[GeoStructural Analysis - Slope Stability | version 5.16.13.0 | Copyright 2013 Fine spol. s r.o. All Rights Reserved | www.finesoftware.eu]

    Slope stability analysis

    Input dataProjectTask :Author :Date :

    Slop StabilitySandu Adriana - Daniela12/11/2014

    SettingsUSA - Safety factorStability analysisVerification methodology : Safety factors (ASD)

    Safety factorsPermanent design situation

    Safety factor : SFs = 1.50 []

    Interface

    No. Interface locationCoordinates of interface points [m]

    x z x z x z

    1

    -13.72252.73500.92749.11997.30

    1500.00

    -1.6160.50

    151.00275.00399.00600.00

    0.00335.46583.65831.84

    1080.03

    0.00100.00194.00325.00400.00

    170.00418.19666.38914.57

    1160.00

    20.00125.00250.00345.00435.00

    Soil parameters - effective stress state

    No. Name Patternjef[]

    cef[kPa]

    g

    [kN/m3]

    1 Taiwan 25.00 40.00 18.00

    Soil parameters - uplift

    No. Name Patterngsat

    [kN/m3]

    gs[kN/m3]

    n

    []

    1 Taiwan 19.00

    Soil parameters

    TaiwanUnit weight :Stress-state :Angle of internal friction :Cohesion of soil :Saturated unit weight :Coeff. of reduction of porepressure :

    geffectivejefcefgsatX

    =

    ====

    18.00

    25.0040.0019.000.00

    kN/m3

    kPakN/m3

  • Sandu Adriana - DanielaSlop Stability

    2[GeoStructural Analysis - Slope Stability | version 5.16.13.0 | Copyright 2013 Fine spol. s r.o. All Rights Reserved | www.finesoftware.eu]

    Assigning and surfaces

    No. Surface positionCoordinates of surface points [m]x z x z

    Assignedsoil

    1

    1160.00997.30831.84666.38500.92335.46170.00-13.72

    1500.00

    435.00399.00325.00250.00151.00100.0020.00-1.61-6.61

    1080.03914.57749.11583.65418.19252.73

    0.00-13.72

    1500.00

    400.00345.00275.00194.00125.0060.500.00

    -6.61600.00

    Taiwan

    WaterWater type : Rapid drawdown

    Interface Surface locationCoordinates of surface points [m]

    x z x z x z

    Original GWT

    GWT

    -13.72100.00250.00400.00550.00700.00850.00

    1000.001150.001300.001450.00

    -13.72100.00250.00400.00550.00700.00850.00

    1000.001150.001300.001450.00

    -30.00-30.00-15.0060.00

    125.00207.00256.00307.00370.00370.00370.00

    -15.00-15.0010.0095.00

    155.00245.00280.00345.00399.00399.00399.00

    0.00150.00300.00450.00600.00750.00900.00

    1050.001200.001350.001500.00

    0.00150.00300.00450.00600.00750.00900.00

    1050.001200.001350.001500.00

    -30.00-30.0015.0096.00

    165.00230.00275.00340.00370.00370.00370.00

    -15.00-15.0040.00

    112.00180.00248.00315.00355.00399.00399.00399.00

    50.00200.00350.00500.00650.00800.00950.00

    1100.001250.001400.00

    50.00200.00350.00500.00650.00800.00950.00

    1100.001250.001400.00

    -30.00-30.0045.00

    112.00175.00246.00299.00370.00370.00370.00

    -15.00-15.0055.00

    135.00215.00260.00323.00399.00399.00399.00

    Tensile crackTensile crack not inputted.EarthquakeEarthquake not included.Settings of the stage of constructionDesign situation : permanent

    Results (Stage of construction 1)Analysis 1

    Polygonal slip surface

  • Sandu Adriana - DanielaSlop Stability

    3[GeoStructural Analysis - Slope Stability | version 5.16.13.0 | Copyright 2013 Fine spol. s r.o. All Rights Reserved | www.finesoftware.eu]

    Coordinates of slip surface points [m]x z x z x z x z x z170.00583.65997.30

    20.00140.00345.00

    252.73666.38

    1080.03

    27.50165.00399.00

    335.46749.11

    1084.66

    53.00200.00402.03

    418.19831.84

    75.00247.00

    500.92914.57

    100.00275.00

    Analysis of the slip surface without optimization.

    Slope stability verification (Spencer)Factor of safety = 0.97 < 1.50Slope stability NOT ACCEPTABLE