Verifica stato attuale - condizioni statiche

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2 Safety Factor Verifica stato attuale - condizioni statiche 2.2 Global Minimums Method: bishop simplified FS: Center: , Radius: Left Slip Surface Endpoint: , Right Slip Surface Endpoint: , Resisting Moment= e+006 kn-m Driving Moment= kn-m 160 Unit Weight: 19 kn/m3 Riporto Sabbie e argille marnoso-siltose

3 Factor of Safety - bishop simplified Sabbie e argille marnoso-siltose : Cohesion (kn/m2) Sabbie e argille marnoso-siltose : Cohesion (kn/m2)

4 Safety Factor Unit Weight: 19 kn/m3 Verifica stato attuale - condizioni pseudo-statiche 1.9 Global Minimums Method: bishop simplified FS: Center: , Radius: Left Slip Surface Endpoint: , Right Slip Surface Endpoint: , Resisting Moment=2.6577e+006 kn-m Driving Moment= e+006 kn-m Riporto 100 Sabbie e argille marnoso-siltose

5 Safety Factor Verifica stato attuale - condizioni pseudo-statiche Superfici di scivolamento mistilinee Global Minimums Method: bishop simplified FS: Axis Location: , Left Slip Surface Endpoint: , Right Slip Surface Endpoint: , Resisting Moment= e+006 kn-m Driving Moment= e+006 kn-m Unit Weight: 19 kn/m Riporto 100 Sabbie e argille marnoso-siltose

6 Slide Analysis Information Verifica stato attuale Project Settings Project Title: SLIDE - An Interactive Slope Stability Program Failure Direction: Right to Left Units of Measurement: SI Units Pore Fluid Unit Weight: 9.81 kn/m3 Groundwater Method: Water Surfaces Data Output: Standard Calculate Excess Pore Pressure: Off Allow Ru with Water Surfaces or Grids: On Random Numbers: Pseudo-random Seed Random Number Seed: Random Number Generation Method: Park and Miller v.3 Analysis Methods Analysis Methods used: Bishop simplified Number of slices: 25 Tolerance: Maximum number of iterations: 50 Surface Options Surface Type: Circular Search Method: Grid Search Radius increment: 10 Composite Surfaces: Disabled Reverse Curvature: Create Tension Crack Minimum Elevation: Not Defined Minimum Depth: Not Defined Loading Seismic Load Coefficient (Horizontal): Seismic Load Coefficient (Vertical): Strength Type: Mohr-Coulomb Strength Type: Mohr-Coulomb

7 Unit Weight: 19 kn/m3 Probabilistic Analysis Input Project Settings Sensitivity Analysis: On Probabilistic Analysis: Off Property: Cohesion Distribution: Normal Minimum: 0 (relative minimum: 64) Mean: 64 Maximum: 64 (relative maximum: 0) List of All Coordinates Search Grid Material Boundary External Boundary

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9 Safety Factor Verifica stato di progetto - condizioni statiche Unit Weight: 19 kn/m3 Global Minimums Method: bishop simplified FS: Center: , Radius: Left Slip Surface Endpoint: , Right Slip Surface Endpoint: , Resisting Moment=79104 kn-m Driving Moment= kn-m Riporto Sabbie e argille marnoso-siltose

10 Factor of Safety - bishop simplified 1.9 Riporto : Cohesion (kn/m2) Riporto : Cohesion (kn/m2)

11 Safety Factor Verifica stato di progetto - condizioni pseudo-statiche Unit Weight: 19 kn/m3 Global Minimums Method: bishop simplified FS: Center: , Radius: Left Slip Surface Endpoint: , Right Slip Surface Endpoint: , Resisting Moment= kn-m Driving Moment=57768 kn-m Riporto 40 Sabbie e argille marnoso-siltose

12 Safety Factor Verifica stato di progetto - condizioni pseudo-statiche Superfici di scivolamento mistilinee Unit Weight: 19 kn/m3 1.6 Global Minimums Method: bishop simplified FS: Axis Location: , Left Slip Surface Endpoint: , Right Slip Surface Endpoint: , Resisting Moment= kn-m Driving Moment= kn-m Riporto 50 Sabbie e argille marnoso-siltose

13 Slide Analysis Information Verifica stato di progetto Project Settings Project Title: SLIDE - An Interactive Slope Stability Program Failure Direction: Right to Left Units of Measurement: SI Units Pore Fluid Unit Weight: 9.81 kn/m3 Groundwater Method: Water Surfaces Data Output: Standard Calculate Excess Pore Pressure: Off Allow Ru with Water Surfaces or Grids: On Random Numbers: Pseudo-random Seed Random Number Seed: Random Number Generation Method: Park and Miller v.3 Analysis Methods Analysis Methods used: Bishop simplified Number of slices: 25 Tolerance: Maximum number of iterations: 50 Surface Options Surface Type: Circular Search Method: Grid Search Radius increment: 10 Composite Surfaces: Disabled Reverse Curvature: Create Tension Crack Minimum Elevation: Not Defined Minimum Depth: Not Defined Strength Type: Mohr-Coulomb Strength Type: Mohr-Coulomb Unit Weight: 19 kn/m3

14 Probabilistic Analysis Input Project Settings Sensitivity Analysis: On Probabilistic Analysis: Off Property: Cohesion Distribution: Normal Minimum: 0 (relative minimum: 4) Mean: 4 Maximum: 8 (relative maximum: 4) List of All Coordinates Search Grid Material Boundary External Boundary

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