Odränerad Analys 1 Report generated using GeoStudio 2007, version 7.16. Copyright © 1991-2010 GEO-SLOPE International Ltd.
File Information Created By: Petter Karlsson Revision Number: 75 Last Edited By: Karlsson, Petter Date: 2011-02-21 Time: 13:03:10 File Name: V27710_odränerad.gsz Directory: V:\_UPPDRAG\227763\G\_Text\V27710, U05178-U05182\ Last Solved Date: 2011-02-21 Last Solved Time: 13:03:25
Project Settings Length(L) Units: meters Time(t) Units: Seconds Force(F) Units: kN Pressure(p) Units: kPa Strength Units: kPa Unit Weight of Water: 9.807 kN/m³ View: 2D
Analysis Settings Odränerad Analys 1
Kind: SLOPE/W Method: Morgenstern-Price Settings
Apply Phreatic Correction: No Side Function
Interslice force function option: Half-Sine PWP Conditions Source: Piezometric Line Use Staged Rapid Drawdown: No
Slip Surface Direction of movement: Right to Left Use Passive Mode: No Slip Surface Option: Entry and Exit Critical slip surfaces saved: 5 Optimize Critical Slip Surface Location: Yes Tension Crack
Tension Crack Option: Tension Crack Line Percentage Wet: 0.5 Tension Crack Fluid Unit Weight: 9.807 kN/m³
FOS Distribution FOS Calculation Option: Constant
05PM001 Bilaga 47 1 (24)
Advanced Number of Slices: 30 Optimization Tolerance: 0.01 Minimum Slip Surface Depth: 0.1 m Optimization Maximum Iterations: 2000 Optimization Convergence Tolerance: 1e-007 Starting Optimization Points: 8 Ending Optimization Points: 16 Complete Passes per Insertion: 1 Driving Side Maximum Convex Angle: 5 ° Resisting Side Maximum Convex Angle: 1 °
Materials Crust
Model: Mohr-Coulomb Unit Weight: 18 kN/m³ Cohesion: 30 kPa Phi: 0 ° Phi-B: 0 ° Pore Water Pressure
Piezometric Line: 1
Cl 1 Model: S=f(datum) Unit Weight: 16.4 kN/m³ C-Datum: 25 kPa C-Rate of Change: 0 kPa/m Limiting C: 0 kPa Elevation: 17 m Pore Water Pressure
Piezometric Line: 1
Cl 2 Model: S=f(datum) Unit Weight: 16 kN/m³ C-Datum: 25 kPa C-Rate of Change: 1.5 kPa/m Limiting C: 0 kPa Elevation: 5 m Pore Water Pressure
Piezometric Line: 1
Cl 3 Model: S=f(datum) Unit Weight: 16.6 kN/m³ C-Datum: 25 kPa C-Rate of Change: 1.5 kPa/m Limiting C: 0 kPa Elevation: 5 m
05PM001 Bilaga 47 2 (24)
Pore Water Pressure Piezometric Line: 1
Cl 4 Model: S=f(depth) Unit Weight: 16 kN/m³ C-Top of Layer: 3 kPa C-Rate of Change: 12.5 kPa/m Limiting C: 0 kPa Pore Water Pressure
Piezometric Line: 1
Figur 1. Kohesion och friktion.
Cohesive : Cohesive
Fri ctional : Frictional
kPa
X (m)
0
10
20
30
190 200 210 220
05PM001 Bilaga 47 3 (24)
Odränerad Analys 2 Report generated using GeoStudio 2007, version 7.16. Copyright © 1991-2010 GEO-SLOPE International Ltd.
File Information Created By: Petter Karlsson Revision Number: 70 Last Edited By: Karlsson, Petter Date: 2011-02-21 Time: 10:21:02 File Name: V27710_odränerad.gsz Directory: V:\_UPPDRAG\227763\G\_Text\V27710, U05178-U05182\ Last Solved Date: 2011-02-21 Last Solved Time: 10:21:16
Project Settings Length(L) Units: meters Time(t) Units: Seconds Force(F) Units: kN Pressure(p) Units: kPa Strength Units: kPa Unit Weight of Water: 9.807 kN/m³ View: 2D
Analysis Settings Odränerad Analys 2
Kind: SLOPE/W Method: Morgenstern-Price Settings
Apply Phreatic Correction: No Side Function
Interslice force function option: Half-Sine PWP Conditions Source: Piezometric Line Use Staged Rapid Drawdown: No
Slip Surface Direction of movement: Left to Right Use Passive Mode: No Slip Surface Option: Entry and Exit Critical slip surfaces saved: 5 Optimize Critical Slip Surface Location: Yes Tension Crack
Tension Crack Option: Tension Crack Line Percentage Wet: 0.5 Tension Crack Fluid Unit Weight: 9.807 kN/m³
FOS Distribution FOS Calculation Option: Constant
05PM001 Bilaga 47 4 (24)
Advanced Number of Slices: 30 Optimization Tolerance: 0.01 Minimum Slip Surface Depth: 0.1 m Optimization Maximum Iterations: 2000 Optimization Convergence Tolerance: 1e-007 Starting Optimization Points: 8 Ending Optimization Points: 16 Complete Passes per Insertion: 1 Driving Side Maximum Convex Angle: 5 ° Resisting Side Maximum Convex Angle: 1 °
Materials Crust
Model: Mohr-Coulomb Unit Weight: 18 kN/m³ Cohesion: 30 kPa Phi: 0 ° Phi-B: 0 ° Pore Water Pressure
Piezometric Line: 1
Cl 1 Model: S=f(datum) Unit Weight: 16.4 kN/m³ C-Datum: 25 kPa C-Rate of Change: 0 kPa/m Limiting C: 0 kPa Elevation: 17 m Pore Water Pressure
Piezometric Line: 1
Cl 2 Model: S=f(datum) Unit Weight: 16 kN/m³ C-Datum: 25 kPa C-Rate of Change: 1.5 kPa/m Limiting C: 0 kPa Elevation: 5 m Pore Water Pressure
Piezometric Line: 1
Cl 3 Model: S=f(datum) Unit Weight: 16.6 kN/m³ C-Datum: 25 kPa C-Rate of Change: 1.5 kPa/m Limiting C: 0 kPa Elevation: 5 m
05PM001 Bilaga 47 5 (24)
Pore Water Pressure Piezometric Line: 1
Cl 4 Model: S=f(depth) Unit Weight: 16 kN/m³ C-Top of Layer: 3 kPa C-Rate of Change: 12.5 kPa/m Limiting C: 0 kPa Pore Water Pressure
Piezometric Line: 1
Figur 1. Kohesion och friktion.
Cohesive : Cohesive
Fri ctional : Frictional
kPa
X (m)
0
10
20
30
160 170 180 190
05PM001 Bilaga 47 6 (24)
Odränerad Analys 3 Report generated using GeoStudio 2007, version 7.16. Copyright © 1991-2010 GEO-SLOPE International Ltd.
File Information Created By: Petter Karlsson Revision Number: 71 Last Edited By: Karlsson, Petter Date: 2011-02-21 Time: 10:21:39 File Name: V27710_odränerad.gsz Directory: V:\_UPPDRAG\227763\G\_Text\V27710, U05178-U05182\ Last Solved Date: 2011-02-21 Last Solved Time: 10:21:58
Project Settings Length(L) Units: meters Time(t) Units: Seconds Force(F) Units: kN Pressure(p) Units: kPa Strength Units: kPa Unit Weight of Water: 9.807 kN/m³ View: 2D
Analysis Settings Odränerad Analys 3
Kind: SLOPE/W Method: Morgenstern-Price Settings
Apply Phreatic Correction: No Side Function
Interslice force function option: Half-Sine PWP Conditions Source: Piezometric Line Use Staged Rapid Drawdown: No
Slip Surface Direction of movement: Right to Left Use Passive Mode: No Slip Surface Option: Entry and Exit Critical slip surfaces saved: 5 Optimize Critical Slip Surface Location: Yes Tension Crack
Tension Crack Option: Tension Crack Line Percentage Wet: 0.5 Tension Crack Fluid Unit Weight: 9.807 kN/m³
FOS Distribution FOS Calculation Option: Constant
05PM001 Bilaga 47 7 (24)
Advanced Number of Slices: 30 Optimization Tolerance: 0.01 Minimum Slip Surface Depth: 0.1 m Optimization Maximum Iterations: 2000 Optimization Convergence Tolerance: 1e-007 Starting Optimization Points: 8 Ending Optimization Points: 16 Complete Passes per Insertion: 1 Driving Side Maximum Convex Angle: 5 ° Resisting Side Maximum Convex Angle: 1 °
Materials Crust
Model: Mohr-Coulomb Unit Weight: 18 kN/m³ Cohesion: 30 kPa Phi: 0 ° Phi-B: 0 ° Pore Water Pressure
Piezometric Line: 1
Cl 2 Model: S=f(datum) Unit Weight: 16 kN/m³ C-Datum: 25 kPa C-Rate of Change: 1.5 kPa/m Limiting C: 0 kPa Elevation: 5 m Pore Water Pressure
Piezometric Line: 1
Cl 1 Model: S=f(datum) Unit Weight: 16.4 kN/m³ C-Datum: 25 kPa C-Rate of Change: 0 kPa/m Limiting C: 0 kPa Elevation: 17 m Pore Water Pressure
Piezometric Line: 1
Cl 3 Model: S=f(datum) Unit Weight: 16.6 kN/m³ C-Datum: 25 kPa C-Rate of Change: 1.5 kPa/m Limiting C: 0 kPa Elevation: 5 m
05PM001 Bilaga 47 8 (24)
Pore Water Pressure Piezometric Line: 1
Cl 4 Model: S=f(depth) Unit Weight: 16 kN/m³ C-Top of Layer: 3 kPa C-Rate of Change: 12.5 kPa/m Limiting C: 0 kPa Pore Water Pressure
Piezometric Line: 1
Figur 1. Kohesion och friktion.
Cohesive : Cohesive
Fri ctional : Frictional
kPa
X (m)
0
10
20
30
45 50 55 60 65 70
05PM001 Bilaga 47 9 (24)
Crust
Cl 4Cl 1
Cl 2
Cl 3
0.88
Name: Crust Model: Mohr-Coulomb Unit Weight: 18 kN/m³Cohesion: 30 kPaPhi: 0 °
Name: Cl 1 Model: S=f(datum) Unit Weight: 16.4 kN/m³C-Datum: 25 kPaC-Rate of Change: 0 kPa/mElevation: 17 m
KLIMATANPASSNING SKREDFÖRUTSÄTTNINGAR I GÖTA ÄLVDALEN
Sektion: V27710Delområde: Intagan - Ström Analysmetod: Odränerad analys
Slip Surface Option: Entry and ExitMethod: Morgenstern-PricePWP Conditions Source: Piezometric LineDate: 2011-02-21Created By: Petter KarlssonLast Edited By: Karlsson, Petter
Name: Cl 3 Model: S=f(datum) Unit Weight: 16.6 kN/m³C-Datum: 25 kPaC-Rate of Change: 1.5 kPa/mElevation: 5 m
Name: Cl 2 Model: S=f(datum) Unit Weight: 16 kN/m³C-Datum: 25 kPaC-Rate of Change: 1.5 kPa/mElevation: 5 m
Vattennivå: +7m
U05178 U05179 U05180
U05181
U05182U05186
Directory: V:\_UPPDRAG\227763\G\_Text\V27710, U05178-U05182\File Name: V27710_odränerad.gsz
1,58
1,66
1,66
Name: Cl 4 Model: S=f(depth) Unit Weight: 16 kN/m³C-Top of Layer: 3 kPaC-Rate of Change: 12.5 kPa/m
Skala 1:1000 (A3)
2,0 3,02,52,02,51,58
0,920,92 1,1 1,1 1,3 1,5 2,01,31,5 2,0 2,52,5 2,0 3,03,0
1,58
2,0 2,52,5 2,03,0
Avstånd från väglinje [m]0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300
Niv
å [m
]
-40
-30
-20
-10
0
10
20
30
05PM001 Bilaga 47 10 (24)
Kombinerad Analys 1 Report generated using GeoStudio 2007, version 7.16. Copyright © 1991-2010 GEO-SLOPE International Ltd.
File Information Created By: Petter Karlsson Revision Number: 88 Last Edited By: Karlsson, Petter Date: 2011-02-21 Time: 13:01:08 File Name: V27710_kombinerad.gsz Directory: V:\_UPPDRAG\227763\G\_Text\V27710, U05178-U05182\ Last Solved Date: 2011-02-21 Last Solved Time: 13:01:54
Project Settings Length(L) Units: meters Time(t) Units: Seconds Force(F) Units: kN Pressure(p) Units: kPa Strength Units: kPa Unit Weight of Water: 9.807 kN/m³ View: 2D
Analysis Settings Kombinerad Analys 1
Kind: SLOPE/W Method: Morgenstern-Price Settings
Side Function Interslice force function option: Half-Sine
PWP Conditions Source: Pressure Head Spatial Function Pressure Head Spatial Fn.: Nulägesanalys
Slip Surface Direction of movement: Right to Left Use Passive Mode: No Slip Surface Option: Entry and Exit Critical slip surfaces saved: 5 Optimize Critical Slip Surface Location: Yes Tension Crack
Tension Crack Option: Tension Crack Line Percentage Wet: 0.5 Tension Crack Fluid Unit Weight: 9.807 kN/m³
FOS Distribution FOS Calculation Option: Constant
Advanced
05PM001 Bilaga 47 11 (24)
Number of Slices: 30 Optimization Tolerance: 0.01 Minimum Slip Surface Depth: 0.1 m Optimization Maximum Iterations: 2000 Optimization Convergence Tolerance: 1e-007 Starting Optimization Points: 8 Ending Optimization Points: 16 Complete Passes per Insertion: 1 Driving Side Maximum Convex Angle: 5 ° Resisting Side Maximum Convex Angle: 1 °
Materials Crust
Model: Combined, S=f(depth) Unit Weight: 18 kN/m³ Phi: 30 ° C-Top of Layer: 0 kPa C-Rate of Change: 0 kPa/m Cu-Top of Layer: 30 kPa Cu-Rate of Change: 0 kPa/m C/Cu Ratio: 0.1
Cl 1 Model: Combined, S=f(datum) Unit Weight: 16.4 kN/m³ Phi: 30 ° C-Datum: 0 kPa C-Rate of Change: 0 kPa/m Cu-Datum: 25 kPa Cu-Rate of Change: 0 kPa/m C/Cu Ratio: 0.1 Elevation: 17 m
Cl 2 Model: Combined, S=f(datum) Unit Weight: 16 kN/m³ Phi: 30 ° C-Datum: 0 kPa C-Rate of Change: 0 kPa/m Cu-Datum: 25 kPa Cu-Rate of Change: 1.5 kPa/m C/Cu Ratio: 0.1 Elevation: 5 m
Cl 3 Model: Combined, S=f(datum) Unit Weight: 16.6 kN/m³ Phi: 30 ° C-Datum: 0 kPa
05PM001 Bilaga 47 12 (24)
C-Rate of Change: 0 kPa/m Cu-Datum: 25 kPa Cu-Rate of Change: 1.5 kPa/m C/Cu Ratio: 0.1 Elevation: 5 m
Cl 4 Model: Combined, S=f(depth) Unit Weight: 16 kN/m³ Phi: 30 ° C-Top of Layer: 0 kPa C-Rate of Change: 0 kPa/m Cu-Top of Layer: 3 kPa Cu-Rate of Change: 12.5 kPa/m C/Cu Ratio: 0.1
Figur 1. Kohesion och friktion.
Cohesive : Cohesive
Fri ctional : Frictional
kPa
X (m)
0
10
20
30
190 200 210 220
05PM001 Bilaga 47 13 (24)
Figur 2. Totalspänning, effektivspänning och portryck.
Normal Stress : Normal Stress
Pore-Water Pressure : Pore-Water Pressure
Effective Normal Stress : Effecti ve Normal Stress
kPa
X (m)
0
20
40
60
80
100
120
190 200 210 220
05PM001 Bilaga 47 14 (24)
Kombinerad Analys 2 Report generated using GeoStudio 2007, version 7.16. Copyright © 1991-2010 GEO-SLOPE International Ltd.
File Information Created By: Petter Karlsson Revision Number: 87 Last Edited By: Karlsson, Petter Date: 2011-02-21 Time: 13:00:12 File Name: V27710_kombinerad.gsz Directory: V:\_UPPDRAG\227763\G\_Text\V27710, U05178-U05182\ Last Solved Date: 2011-02-21 Last Solved Time: 13:00:40
Project Settings Length(L) Units: meters Time(t) Units: Seconds Force(F) Units: kN Pressure(p) Units: kPa Strength Units: kPa Unit Weight of Water: 9.807 kN/m³ View: 2D
Analysis Settings Kombinerad Analys 2
Kind: SLOPE/W Method: Morgenstern-Price Settings
Side Function Interslice force function option: Half-Sine
PWP Conditions Source: Pressure Head Spatial Function Pressure Head Spatial Fn.: Nulägesanalys
Slip Surface Direction of movement: Left to Right Use Passive Mode: No Slip Surface Option: Entry and Exit Critical slip surfaces saved: 5 Optimize Critical Slip Surface Location: Yes Tension Crack
Tension Crack Option: Tension Crack Line Percentage Wet: 0.5 Tension Crack Fluid Unit Weight: 9.807 kN/m³
FOS Distribution FOS Calculation Option: Constant
Advanced
05PM001 Bilaga 47 15 (24)
Number of Slices: 30 Optimization Tolerance: 0.01 Minimum Slip Surface Depth: 0.1 m Optimization Maximum Iterations: 2000 Optimization Convergence Tolerance: 1e-007 Starting Optimization Points: 8 Ending Optimization Points: 16 Complete Passes per Insertion: 1 Driving Side Maximum Convex Angle: 5 ° Resisting Side Maximum Convex Angle: 1 °
Materials Crust
Model: Combined, S=f(depth) Unit Weight: 18 kN/m³ Phi: 30 ° C-Top of Layer: 0 kPa C-Rate of Change: 0 kPa/m Cu-Top of Layer: 30 kPa Cu-Rate of Change: 0 kPa/m C/Cu Ratio: 0.1
Cl 1 Model: Combined, S=f(datum) Unit Weight: 16.4 kN/m³ Phi: 30 ° C-Datum: 0 kPa C-Rate of Change: 0 kPa/m Cu-Datum: 25 kPa Cu-Rate of Change: 0 kPa/m C/Cu Ratio: 0.1 Elevation: 17 m
Cl 2 Model: Combined, S=f(datum) Unit Weight: 16 kN/m³ Phi: 30 ° C-Datum: 0 kPa C-Rate of Change: 0 kPa/m Cu-Datum: 25 kPa Cu-Rate of Change: 1.5 kPa/m C/Cu Ratio: 0.1 Elevation: 5 m
Cl 3 Model: Combined, S=f(datum) Unit Weight: 16.6 kN/m³ Phi: 30 ° C-Datum: 0 kPa
05PM001 Bilaga 47 16 (24)
C-Rate of Change: 0 kPa/m Cu-Datum: 25 kPa Cu-Rate of Change: 1.5 kPa/m C/Cu Ratio: 0.1 Elevation: 5 m
Cl 4 Model: Combined, S=f(depth) Unit Weight: 16 kN/m³ Phi: 30 ° C-Top of Layer: 0 kPa C-Rate of Change: 0 kPa/m Cu-Top of Layer: 3 kPa Cu-Rate of Change: 12.5 kPa/m C/Cu Ratio: 0.1
Figur 1. Kohesion och friktion.
Cohesive : Cohesive
Fri ctional : Frictional
kPa
X (m)
0
5
10
15
20
25
170 175 180 185
05PM001 Bilaga 47 17 (24)
Figur 2. Totalspänning, effektivspänning och portryck.
Normal Stress : Normal Stress
Pore-Water Pressure : Pore-Water Pressure
Effective Normal Stress : Effecti ve Normal Stress
kPa
X (m)
0
10
20
30
40
50
60
70
80
170 175 180 185
05PM001 Bilaga 47 18 (24)
Kombinerad Analys 3 Report generated using GeoStudio 2007, version 7.16. Copyright © 1991-2010 GEO-SLOPE International Ltd.
File Information Created By: Petter Karlsson Revision Number: 79 Last Edited By: Karlsson, Petter Date: 2011-02-21 Time: 11:55:09 File Name: V27710_kombinerad.gsz Directory: V:\_UPPDRAG\227763\G\_Text\V27710, U05178-U05182\ Last Solved Date: 2011-02-21 Last Solved Time: 11:55:56
Project Settings Length(L) Units: meters Time(t) Units: Seconds Force(F) Units: kN Pressure(p) Units: kPa Strength Units: kPa Unit Weight of Water: 9.807 kN/m³ View: 2D
Analysis Settings Kombinerad Analys 3
Kind: SLOPE/W Method: Morgenstern-Price Settings
Side Function Interslice force function option: Half-Sine
PWP Conditions Source: Pressure Head Spatial Function Pressure Head Spatial Fn.: Nulägesanalys
Slip Surface Direction of movement: Right to Left Use Passive Mode: No Slip Surface Option: Entry and Exit Critical slip surfaces saved: 5 Optimize Critical Slip Surface Location: Yes Tension Crack
Tension Crack Option: Tension Crack Line Percentage Wet: 0.5 Tension Crack Fluid Unit Weight: 9.807 kN/m³
FOS Distribution FOS Calculation Option: Constant
Advanced
05PM001 Bilaga 47 19 (24)
Number of Slices: 30 Optimization Tolerance: 0.01 Minimum Slip Surface Depth: 0.1 m Optimization Maximum Iterations: 2000 Optimization Convergence Tolerance: 1e-007 Starting Optimization Points: 8 Ending Optimization Points: 16 Complete Passes per Insertion: 1 Driving Side Maximum Convex Angle: 5 ° Resisting Side Maximum Convex Angle: 1 °
Materials Crust
Model: Combined, S=f(depth) Unit Weight: 18 kN/m³ Phi: 30 ° C-Top of Layer: 0 kPa C-Rate of Change: 0 kPa/m Cu-Top of Layer: 30 kPa Cu-Rate of Change: 0 kPa/m C/Cu Ratio: 0.1
Cl 1 Model: Combined, S=f(datum) Unit Weight: 16.4 kN/m³ Phi: 30 ° C-Datum: 0 kPa C-Rate of Change: 0 kPa/m Cu-Datum: 25 kPa Cu-Rate of Change: 0 kPa/m C/Cu Ratio: 0.1 Elevation: 17 m
Cl 2 Model: Combined, S=f(datum) Unit Weight: 16 kN/m³ Phi: 30 ° C-Datum: 0 kPa C-Rate of Change: 0 kPa/m Cu-Datum: 25 kPa Cu-Rate of Change: 1.5 kPa/m C/Cu Ratio: 0.1 Elevation: 5 m
Cl 3 Model: Combined, S=f(datum) Unit Weight: 16.6 kN/m³ Phi: 30 ° C-Datum: 0 kPa
05PM001 Bilaga 47 20 (24)
C-Rate of Change: 0 kPa/m Cu-Datum: 25 kPa Cu-Rate of Change: 1.5 kPa/m C/Cu Ratio: 0.1 Elevation: 5 m
Cl 4 Model: Combined, S=f(depth) Unit Weight: 16 kN/m³ Phi: 30 ° C-Top of Layer: 0 kPa C-Rate of Change: 0 kPa/m Cu-Top of Layer: 3 kPa Cu-Rate of Change: 12.5 kPa/m C/Cu Ratio: 0.1
Figur 1. Kohesion och friktion.
Cohesive : Cohesive
Fri ctional : Frictional
kPa
X (m)
0
10
20
30
45 50 55 60 65 70
05PM001 Bilaga 47 21 (24)
Figur 2. Totalspänning, effektivspänning och portryck.
Normal Stress : Normal Stress
Pore-Water Pressure : Pore-Water Pressure
Effective Normal Stress : Effecti ve Normal Stress
kPa
X (m)
0
20
40
60
80
100
120
140
45 50 55 60 65 70
05PM001 Bilaga 47 22 (24)
Crust
Cl 4Cl 1
Cl 2
Cl 3
0.79
1,45
1,45 1,5
Name: Crust Model: Combined, S=f(depth) Unit Weight: 18 kN/m³Phi: 30 °Cu-Top of Layer: 30 kPaCu-Rate of Change: 0 kPa/mC/Cu Ratio: 0.1
Name: Cl 3 Model: Combined, S=f(datum) Unit Weight: 16.6 kN/m³Phi: 30 °Cu-Datum: 25 kPaCu-Rate of Change: 1.5 kPa/mC/Cu Ratio: 0.1 Elevation: 5 m
KLIMATANPASSNING SKREDFÖRUTSÄTTNINGAR I GÖTA ÄLVDALEN
Sektion: V27710Delområde: Intagan - Ström Analysmetod: Kombinerad analys
Slip Surface Option: Entry and ExitMethod: Morgenstern-PricePWP Conditions Source: Pressure Head Spatial FunctionDate: 2011-02-21Created By: Petter KarlssonLast Edited By: Karlsson, Petter
Name: Cl 4 Model: Combined, S=f(depth) Unit Weight: 16 kN/m³Phi: 30 °Cu-Top of Layer: 3 kPaCu-Rate of Change: 12.5 kPa/mC/Cu Ratio: 0.1
Name: Cl 2 Model: Combined, S=f(datum) Unit Weight: 16 kN/m³Phi: 30 °Cu-Datum: 25 kPaCu-Rate of Change: 1.5 kPa/mC/Cu Ratio: 0.1 Elevation: 5 m
Vattennivå: +7m
U05178 U05179 U05180
U05181
U05182U05186
2,0 2,5 3,01,5
Directory: V:\_UPPDRAG\227763\G\_Text\V27710, U05178-U05182\File Name: V27710_kombinerad.gsz
1,34
1,341,52,0
Name: Cl 1 Model: Combined, S=f(datum) Unit Weight: 16.4 kN/m³Phi: 30 °Cu-Datum: 25 kPaCu-Rate of Change: 0 kPa/mC/Cu Ratio: 0.1 Elevation: 17 m
0,81
0,81 1,1 1,3 1,5 2,0
Skala 1:1000 (A3)
0,84
0,84
Avstånd från väglinje [m]0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300
Niv
å [m
]
-40
-30
-20
-10
0
10
20
30
05PM001 Bilaga 47 23 (24)
10 Crust
30 Cl 4
20
30
40 50 60 70 80 Cl 1
40 50 60 70 80 90
90
100
100
110
110
120
120
130
130
140
140
150
150
160
160
170
170
180
180
190
190
200 210 220
230 240
Cl 2
200 210 220 230 240 250 260
260
270 280 290 300 310 320 330 340 350 360 370 380
Cl 3
Name: Cl 1 Model: Combined, S=f(datum) Unit Weight: 16.4 kN/m³Phi: 30 °Cu-Datum: 25 kPaCu-Rate of Change: 0 kPa/mC/Cu Ratio: 0.1 Elevation: 17 m
1,45
1,45 1,5
Name: Crust Model: Combined, S=f(depth) Unit Weight: 18 kN/m³Phi: 30 °Cu-Top of Layer: 30 kPaCu-Rate of Change: 0 kPa/mC/Cu Ratio: 0.1
Name: Cl 3 Model: Combined, S=f(datum) Unit Weight: 16.6 kN/m³Phi: 30 °Cu-Datum: 25 kPaCu-Rate of Change: 1.5 kPa/mC/Cu Ratio: 0.1 Elevation: 5 m
KLIMATANPASSNING SKREDFÖRUTSÄTTNINGAR I GÖTA ÄLVDALEN
Sektion: V27710Delområde: Intagan - Ström Analysmetod: Kombinerad analys
Slip Surface Option: Entry and ExitMethod: Morgenstern-PricePWP Conditions Source: Pressure Head Spatial FunctionDate: 2011-02-22Created By: Petter KarlssonLast Edited By: Karlsson, Petter
Name: Cl 4 Model: Combined, S=f(depth) Unit Weight: 16 kN/m³Phi: 30 °Cu-Top of Layer: 3 kPaCu-Rate of Change: 12.5 kPa/mC/Cu Ratio: 0.1
Name: Cl 2 Model: Combined, S=f(datum) Unit Weight: 16 kN/m³Phi: 30 °Cu-Datum: 25 kPaCu-Rate of Change: 1.5 kPa/mC/Cu Ratio: 0.1 Elevation: 5 m
Skala 1:1000 (A3)
Vattennivå: +7m
U05178 U05179 U05180
U05181
U05182U05186
2,0 2,5 3,01,5
Directory: V:\_UPPDRAG\227763\G\_Text\V27710, U05178-U05182\File Name: V27710_kombinerad.gsz
1,34
1,341,52,0
0,81
0,81 1,1 1,3 1,5 2,0
0,84
0,84
Avstånd från väglinje [m]0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300
Niv
å [m
]
-40
-30
-20
-10
0
10
20
30
05PM001 Bilaga 47 24 (24)