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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