Report generated using GeoStudio 2007, version Copyright GEO-SLOPE International Ltd.

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1 5PM1 Bilaga 48 1 (1) Odränerad Analys Report generated using GeoStudio 7, version Copyright GEO-SLOPE International Ltd. File Information Created By: Petter Karlsson Revision Number: 36 Last Edited By: Karlsson, Petter Date: Time: 8:43:28 File Name: V278_odränerad.gsz Directory: V:\_UPPDRAG\227763\G\_Text\V278, U5183-U5187\ Last Solved Date: Last Solved Time: 8:44:16 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: 9.87 kn/m³ View: 2D Analysis Settings Odränerad Analys 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:.5 Tension Crack Fluid Unit Weight: 9.87 kn/m³ FOS Distribution FOS Calculation Option: Constant

2 5PM1 Bilaga 48 2 (1) Advanced Number of Slices: Optimization Tolerance:.1 Minimum Slip Surface Depth:.1 m Optimization Maximum Iterations: Optimization Convergence Tolerance: 1e-7 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 Unit Weight: 18 kn/m³ Cohesion: kpa Phi: Phi-B: Unit Weight: 19.5 kn/m³ Cohesion: kpa Phi: 32 Phi-B: Cl 1 Cl 2 Limiting C: kpa Elevation: 17 m Unit Weight: 16 kn/m³ Limiting C: kpa

3 5PM1 Bilaga 48 3 (1) Cl 3 Cl 4 Cl 5 Unit Weight: 16.6 kn/m³ Limiting C: kpa Model: S=f(depth) C-Top of Layer: 3 kpa C-Rate of Change: 7.5 kpa/m Limiting C: kpa Model: S=f(depth) C-Top of Layer: 18 kpa Limiting C: kpa Cohesive : Cohesive kpa Frictional : Frictional X (m) Figur 1. Kohesion och friktion.

4 5PM1 Bilaga 48 4 (1) KLIMATANPASSNING SKREDFÖRUTSÄTTNINGAR I GÖTA ÄLVDALEN 1,55 Sektion: V278 Delområde: Intagan - Ström Analysmetod: Odränerad analys Slip Surface Option: Entry and Exit Method: Morgenstern-Price PWP Conditions Source: Piezometric Line Date: Created By: Petter Karlsson Last Edited By: Karlsson, Petter Skala 1:1 (A3) Name: Crust Unit Weight: 18 kn/m³ Cohesion: kpa Phi: Name: Unit Weight: 19.5 kn/m³ Cohesion: kpa Phi: 32 Name: Cl 1 Elevation: 17 m 1.48 Name: Cl 2 Unit Weight: 16 kn/m³ Nivå [m] 1-1 Väglinje Vattennivå: +6m Cl 4 U1133 3, Cl 5 2,5 2, U5187 1,55 U5186 Cl 3 Cl 2 U5185 Crust Cl 1 U5184 2, 2,5 U Directory: V:\_UPPDRAG\227763\G\_Text\V278, U5183-U5187\ File Name: V278_odränerad.gsz Avstånd från väglinje [m] Name: Cl 3 Unit Weight: 16.6 kn/m³ Name: Cl 4 Model: S=f(depth) C-Top of Layer: 3 kpa C-Rate of Change: 7.5 kpa/m Name: Cl 5 Model: S=f(depth) C-Top of Layer: 18 kpa

5 5PM1 Bilaga 48 5 (1) Kombinerad Analys Report generated using GeoStudio 7, version Copyright GEO-SLOPE International Ltd. File Information Created By: Petter Karlsson Revision Number: 54 Last Edited By: Karlsson, Petter Date: Time: 11:22:53 File Name: V278_kombinerad.gsz Directory: V:\_UPPDRAG\227763\G\_Text\V278, U5183-U5187\ Last Solved Date: Last Solved Time: 11:24:24 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: 9.87 kn/m³ View: 2D Analysis Settings Kombinerad Analys 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:.5 Tension Crack Fluid Unit Weight: 9.87 kn/m³ FOS Distribution FOS Calculation Option: Constant Advanced

6 5PM1 Bilaga 48 6 (1) Number of Slices: Optimization Tolerance:.1 Minimum Slip Surface Depth:.1 m Optimization Maximum Iterations: Optimization Convergence Tolerance: 1e-7 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 Unit Weight: 18 kn/m³ C-Top of Layer: kpa Cu-Top of Layer: kpa Unit Weight: 19.5 kn/m³ Cohesion: kpa Phi: 32 Phi-B: Cl 1 Cl 2 C-Datum: kpa Elevation: 17 m Unit Weight: 16 kn/m³ C-Datum: kpa

7 5PM1 Bilaga 48 7 (1) Cl 3 Cl 4 Cl 5 Unit Weight: 16.6 kn/m³ C-Datum: kpa C-Top of Layer: kpa Cu-Top of Layer: 3 kpa Cu-Rate of Change: 7.5 kpa/m C-Top of Layer: kpa Cu-Top of Layer: 18 kpa

8 5PM1 Bilaga 48 8 (1) Cohesive : Cohesive kpa Frictional : Frictional X (m) Figur 1. Kohesion och friktion. Normal Stress : Normal Stress kpa Pore-Water Pressure : Pore-Water Pressure 1 Effective Normal Stress : Effective Normal Stress X (m) Figur 2. Totalspänning, effektivspänning och portryck.

9 5PM1 Bilaga 48 9 (1) KLIMATANPASSNING SKREDFÖRUTSÄTTNINGAR I GÖTA ÄLVDALEN Sektion: V278 Delområde: Intagan - Ström Analysmetod: Kombinerad analys 1,51 Slip Surface Option: Entry and Exit Method: Morgenstern-Price PWP Conditions Source: Pressure Head Spatial Function Date: Created By: Petter Karlsson Last Edited By: Karlsson, Petter 1.45 Skala 1:1 (A3) Name: Crust Unit Weight: 18 kn/m³ Cu-Top of Layer: kpa Name: Unit Weight: 19.5 kn/m³ Cohesion: kpa Phi: 32 Name: Cl 1 Elevation: 17 m Name: Cl 2 Unit Weight: 16 kn/m³ Name: Cl 3 Unit Weight: 16.6 kn/m³ Name: Cl 4 Cu-Top of Layer: 3 kpa Cu-Rate of Change: 7.5 kpa/m Name: Cl 5 Cu-Top of Layer: 18 kpa 1,33 1,42 1,51 2, 2,5 Nivå [m] 1-1 Väglinje Vattennivå: +6m 1,5 U1133 1,33 Cl 4 Cl 5 1,5 1,5 1,42 U5187 U5186 Cl 3 Cl 2 U5185 Crust Cl 1 U5184 U Avstånd från väglinje [m] Directory: V:\_UPPDRAG\227763\G\_Text\V278, U5183-U5187\ File Name: V278_kombinerad.gsz

10 5PM1 Bilaga 48 1 (1) KLIMATANPASSNING SKREDFÖRUTSÄTTNINGAR I GÖTA ÄLVDALEN Sektion: V278 Delområde: Intagan - Ström Analysmetod: Kombinerad analys 1,51 Slip Surface Option: Entry and Exit Method: Morgenstern-Price PWP Conditions Source: Pressure Head Spatial Function Date: Created By: Petter Karlsson Last Edited By: Karlsson, Petter Skala 1:1 (A3) Name: Crust Unit Weight: 18 kn/m³ Cu-Top of Layer: kpa Name: Unit Weight: 19.5 kn/m³ Cohesion: kpa Phi: 32 Name: Cl 1 Elevation: 17 m Name: Cl 2 Unit Weight: 16 kn/m³ Name: Cl 3 Unit Weight: 16.6 kn/m³ Name: Cl 4 Cu-Top of Layer: 3 kpa Cu-Rate of Change: 7.5 kpa/m Name: Cl 5 Cu-Top of Layer: 18 kpa 1,33 1,42 1,51 2, 2,5 Nivå [m] Väglinje Vattennivå: +6m ,5 U1133 1,33 Cl 4 Cl 5 1,5 1,5 1,42 U5187 U5186 Cl 3 Cl 2 U5185 Crust Cl 1 U U Avstånd från väglinje [m] Directory: V:\_UPPDRAG\227763\G\_Text\V278, U5183-U5187\ File Name: V278_kombinerad.gsz