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Master Scenario0+190_CHUÑAVI

SLIDE - An Interactive Slope Stability Program

Date Created: 11/8/23, 11:34:

Software Version: 9.

Table of Contents

Slide2 Analysis Information

Master Scenario0+190_CHUÑAVI

Project Summary

File Name: Master Scenario0+190_CHUÑAVI.slmd Slide2 Modeler Version: 9. Project Title: SLIDE - An Interactive Slope Stability Program Date Created: 11/8/23, 11:34:

Currently Open Scenarios

Group Name Scenario Name Global Minimum Compute Time PROG 0+ PRESA VACIA+SISMO A. ARRIBA Ordinary/fellenius:

Bishop Simplified:

Janbu Simplified:

Janbu Corrected:

Spencer: 2. Corp Of Eng#1:

Corp Of Eng#2:

Lowe-karafiath: 1. Gle/morgenstern-price:

Sarma: 2. 00h:00m:01.453s PRESA LLENA+SISMO A. ARRIBA Ordinary/fellenius:

Bishop Simplified:

Spencer: 2. Corp Of Eng#1:

Corp Of Eng#2:

Lowe-karafiath: 2. Gle/morgenstern-price:

Sarma: 2. 00h:00m:02.373s

PRESA VICIANDO

RAPIDO+SISMO A.

ARRIBA

Ordinary/fellenius:

Bishop Simplified:

Janbu Simplified:

Janbu Corrected:

Spencer: 1. Corp Of Eng#1:

Corp Of Eng#2:

Lowe-karafiath: 1. Gle/morgenstern-price:

Sarma: 1. 00h:00m:01.435s PRESA VACIA+SISMO A. ABAJO Ordinary/fellenius:

Bishop Simplified:

Janbu Simplified:

Janbu Corrected:

Spencer: 1. Corp Of Eng#1:

Corp Of Eng#2:

Lowe-karafiath: 1. Gle/morgenstern-price:

Sarma: 1. 00h:00m:00.981s PRESA LLENA+SISMO A. ABAJO Ordinary/fellenius:

Bishop Simplified:

Janbu Simplified:

Janbu Corrected:

Spencer: 1. Corp Of Eng#1:

Corp Of Eng#2:

Lowe-karafiath: 1. Gle/morgenstern-price:

Sarma: 1. 00h:00m:01.352s

General Settings Units of Measurement: Metric Units Time Units: days Permeability Units: meters/second Data Output: Standard PRESA VACIA+SIS MO A. ARRIBA

PRESA

LLENA+SIS

MO A.

ARRIBA

PRESA

VICIANDO

RAPIDO+SI

SMO A.

ARRIBA

PRESA

VACIA+SIS

MO A.

ABAJO

PRESA

LLENA+SIS

MO A.

ABAJO

PRESA

VICIANDO

RAPIDO+SI

SMO A.

ABAJO

Failure Direction: Right to Left Right to Left Right to Left Left to Right Left to Right Left to Right

Design Standard

• Project Summary
  • Currently Open Scenarios
• General Settings
• Design Standard
  • PROG 0+190 - PRESA LLENA+SISMO A. ABAJO
  • All other Scenarios
• Analysis Options
  • PROG 0+190 - PRESA LLENA+SISMO A. ARRIBA
  • All other Scenarios
• Groundwater Analysis
  • PROG 0+190 - PRESA VACIA+SISMO A. ARRIBA
  • PROG 0+190 - PRESA LLENA+SISMO A. ARRIBA
  • PROG 0+190 - PRESA VICIANDO RAPIDO+SISMO A. ARRIBA
  • PROG 0+190 - PRESA VACIA+SISMO A. ABAJO
  • PROG 0+190 - PRESA LLENA+SISMO A. ABAJO
  • PROG 0+190 - PRESA VICIANDO RAPIDO+SISMO A. ABAJO
• Random Numbers
  • All Open Scenarios
• Surface Options
  • All Open Scenarios
• Seismic Loading
  • PROG 0+190 - PRESA LLENA+SISMO A. ARRIBA
  • All other Scenarios
• Materials
  • Materials In Use
• Global Minimums
  • PROG 0+190 - PRESA VACIA+SISMO A. ARRIBA
    • Method: ordinary/fellenius
    • Method: bishop simplified
    • Method: janbu simplified
    • Method: janbu corrected
    • Method: spencer
    • Method: corp of eng#1
    • Method: corp of eng#2
    • Method: lowe-karafiath
    • Method: gle/morgenstern-price
    • Method: sarma
  • PROG 0+190 - PRESA LLENA+SISMO A. ARRIBA
    • Method: ordinary/fellenius
    • Method: bishop simplified
    • Method: spencer
    • Method: corp of eng#1
  • Method: corp of eng#2
  • Method: lowe-karafiath
  • Method: gle/morgenstern-price
  • Method: sarma
• PROG 0+190 - PRESA VICIANDO RAPIDO+SISMO A. ARRIBA
  • Method: ordinary/fellenius
  • Method: bishop simplified
  • Method: janbu simplified
  • Method: janbu corrected
  • Method: spencer
  • Method: corp of eng#1
  • Method: corp of eng#2
  • Method: lowe-karafiath
  • Method: gle/morgenstern-price
  • Method: sarma
• PROG 0+190 - PRESA VACIA+SISMO A. ABAJO
  • Method: ordinary/fellenius
  • Method: bishop simplified
  • Method: janbu simplified
  • Method: janbu corrected
  • Method: spencer
  • Method: corp of eng#1
  • Method: corp of eng#2
  • Method: lowe-karafiath
  • Method: gle/morgenstern-price
  • Method: sarma
• PROG 0+190 - PRESA LLENA+SISMO A. ABAJO
  • Method: ordinary/fellenius
  • Method: bishop simplified
  • Method: janbu simplified
  • Method: janbu corrected
  • Method: spencer
  • Method: corp of eng#1
  • Method: corp of eng#2
  • Method: lowe-karafiath
  • Method: gle/morgenstern-price
  • Method: sarma
• PROG 0+190 - PRESA VICIANDO RAPIDO+SISMO A. ABAJO
  • Method: ordinary/fellenius
  • Method: bishop simplified
  • Method: janbu simplified
  • Method: janbu corrected
  • Method: spencer
    • Method: corp of eng#1
    • Method: corp of eng#2
    • Method: lowe-karafiath
    • Method: gle/morgenstern-price
    • Method: sarma
• Global Minimum Support Data
  • All Open Scenarios
• Slice Data
  • PROG 0+190 - PRESA VACIA+SISMO A. ARRIBA
    • Global Minimum Query (ordinary/fellenius) - Safety Factor: 1.86182
    • Global Minimum Query (bishop simplified) - Safety Factor: 2.0133
    • Global Minimum Query (janbu simplified) - Safety Factor: 1.85477
    • Global Minimum Query (janbu corrected) - Safety Factor: 1.97329
    • Global Minimum Query (spencer) - Safety Factor: 2.00585
    • Global Minimum Query (corp of eng#1) - Safety Factor: 1.95659
    • Global Minimum Query (corp of eng#2) - Safety Factor: 1.95846
    • Global Minimum Query (lowe-karafiath) - Safety Factor: 1.945
    • Global Minimum Query (gle/morgenstern-price) - Safety Factor: 1.99831
    • Global Minimum Query (sarma) - Safety Factor: 2.00524
  • PROG 0+190 - PRESA LLENA+SISMO A. ARRIBA
    • Global Minimum Query (ordinary/fellenius) - Safety Factor: 1.93474
    • Global Minimum Query (bishop simplified) - Safety Factor: 2.11109
    • Global Minimum Query (spencer) - Safety Factor: 2.10217
    • Global Minimum Query (corp of eng#1) - Safety Factor: 2.18516
    • Global Minimum Query (corp of eng#2) - Safety Factor: 1.94495
    • Global Minimum Query (lowe-karafiath) - Safety Factor: 2.01224
    • Global Minimum Query (gle/morgenstern-price) - Safety Factor: 2.10082
    • Global Minimum Query (sarma) - Safety Factor: 2.09611
  • PROG 0+190 - PRESA VICIANDO RAPIDO+SISMO A. ARRIBA
    • Global Minimum Query (ordinary/fellenius) - Safety Factor: 1.34751
    • Global Minimum Query (bishop simplified) - Safety Factor: 1.40883
    • Global Minimum Query (janbu simplified) - Safety Factor: 1.28192
    • Global Minimum Query (janbu corrected) - Safety Factor: 1.37607
    • Global Minimum Query (spencer) - Safety Factor: 1.4097
    • Global Minimum Query (corp of eng#1) - Safety Factor: 1.37942
    • Global Minimum Query (corp of eng#2) - Safety Factor: 1.37942
    • Global Minimum Query (lowe-karafiath) - Safety Factor: 1.35152
    • Global Minimum Query (gle/morgenstern-price) - Safety Factor: 1.40384
    • Global Minimum Query (sarma) - Safety Factor: 1.41564
  • PROG 0+190 - PRESA VACIA+SISMO A. ABAJO
    • Global Minimum Query (ordinary/fellenius) - Safety Factor: 1.59241
    • Global Minimum Query (bishop simplified) - Safety Factor: 1.71281
    • Global Minimum Query (janbu simplified) - Safety Factor: 1.57812
    • Global Minimum Query (janbu corrected) - Safety Factor: 1.67863
    • Global Minimum Query (spencer) - Safety Factor: 1.71582
    • Global Minimum Query (corp of eng#1) - Safety Factor: 1.7034
    • Global Minimum Query (corp of eng#2) - Safety Factor: 1.70915
    • Global Minimum Query (lowe-karafiath) - Safety Factor: 1.69065
    • Global Minimum Query (gle/morgenstern-price) - Safety Factor: 1.70186
    • Global Minimum Query (sarma) - Safety Factor: 1.71611
  • PROG 0+190 - PRESA LLENA+SISMO A. ABAJO
    • Global Minimum Query (ordinary/fellenius) - Safety Factor: 1.0788
    • Global Minimum Query (bishop simplified) - Safety Factor: 1.22023
    • Global Minimum Query (janbu simplified) - Safety Factor: 1.06622
    • Global Minimum Query (janbu corrected) - Safety Factor: 1.15185
    • Global Minimum Query (spencer) - Safety Factor: 1.21128
    • Global Minimum Query (corp of eng#1) - Safety Factor: 1.19748
    • Global Minimum Query (corp of eng#2) - Safety Factor: 1.20172
    • Global Minimum Query (lowe-karafiath) - Safety Factor: 1.18482
    • Global Minimum Query (gle/morgenstern-price) - Safety Factor: 1.21045
    • Global Minimum Query (sarma) - Safety Factor: 1.20993
  • PROG 0+190 - PRESA VICIANDO RAPIDO+SISMO A. ABAJO
    • Global Minimum Query (ordinary/fellenius) - Safety Factor: 1.49451
    • Global Minimum Query (bishop simplified) - Safety Factor: 1.64703
    • Global Minimum Query (janbu simplified) - Safety Factor: 1.47765
    • Global Minimum Query (janbu corrected) - Safety Factor: 1.58534
    • Global Minimum Query (spencer) - Safety Factor: 1.65251
    • Global Minimum Query (corp of eng#1) - Safety Factor: 1.64399
    • Global Minimum Query (corp of eng#2) - Safety Factor: 1.6524
    • Global Minimum Query (lowe-karafiath) - Safety Factor: 1.61636
    • Global Minimum Query (gle/morgenstern-price) - Safety Factor: 1.63701
    • Global Minimum Query (sarma) - Safety Factor: 1.65169
• Interslice Data
  • PROG 0+190 - PRESA VACIA+SISMO A. ARRIBA
    • Global Minimum Query (ordinary/fellenius) - Safety Factor: 1.86182
    • Global Minimum Query (bishop simplified) - Safety Factor: 2.0133
    • Global Minimum Query (janbu simplified) - Safety Factor: 1.85477
    • Global Minimum Query (janbu corrected) - Safety Factor: 1.97329
    • Global Minimum Query (spencer) - Safety Factor: 2.00585
    • Global Minimum Query (corp of eng#1) - Safety Factor: 1.95659
    • Global Minimum Query (corp of eng#2) - Safety Factor: 1.95846
    • Global Minimum Query (lowe-karafiath) - Safety Factor: 1.945
    • Global Minimum Query (gle/morgenstern-price) - Safety Factor: 1.99831
    • Global Minimum Query (sarma) - Safety Factor: 2.00524
  • PROG 0+190 - PRESA LLENA+SISMO A. ARRIBA
    • Global Minimum Query (ordinary/fellenius) - Safety Factor: 1.93474
  • Global Minimum Query (bishop simplified) - Safety Factor: 2.11109
  • Global Minimum Query (spencer) - Safety Factor: 2.10217
  • Global Minimum Query (corp of eng#1) - Safety Factor: 2.18516
  • Global Minimum Query (corp of eng#2) - Safety Factor: 1.94495
  • Global Minimum Query (lowe-karafiath) - Safety Factor: 2.01224
  • Global Minimum Query (gle/morgenstern-price) - Safety Factor: 2.10082
  • Global Minimum Query (sarma) - Safety Factor: 2.09611
• PROG 0+190 - PRESA VICIANDO RAPIDO+SISMO A. ARRIBA
  • Global Minimum Query (ordinary/fellenius) - Safety Factor: 1.34751
  • Global Minimum Query (bishop simplified) - Safety Factor: 1.40883
  • Global Minimum Query (janbu simplified) - Safety Factor: 1.28192
  • Global Minimum Query (janbu corrected) - Safety Factor: 1.37607
  • Global Minimum Query (spencer) - Safety Factor: 1.4097
  • Global Minimum Query (corp of eng#1) - Safety Factor: 1.37942
  • Global Minimum Query (corp of eng#2) - Safety Factor: 1.37942
  • Global Minimum Query (lowe-karafiath) - Safety Factor: 1.35152
  • Global Minimum Query (gle/morgenstern-price) - Safety Factor: 1.40384
  • Global Minimum Query (sarma) - Safety Factor: 1.41564
• PROG 0+190 - PRESA VACIA+SISMO A. ABAJO
  • Global Minimum Query (ordinary/fellenius) - Safety Factor: 1.59241
  • Global Minimum Query (bishop simplified) - Safety Factor: 1.71281
  • Global Minimum Query (janbu simplified) - Safety Factor: 1.57812
  • Global Minimum Query (janbu corrected) - Safety Factor: 1.67863
  • Global Minimum Query (spencer) - Safety Factor: 1.71582
  • Global Minimum Query (corp of eng#1) - Safety Factor: 1.7034
  • Global Minimum Query (corp of eng#2) - Safety Factor: 1.70915
  • Global Minimum Query (lowe-karafiath) - Safety Factor: 1.69065
  • Global Minimum Query (gle/morgenstern-price) - Safety Factor: 1.70186
  • Global Minimum Query (sarma) - Safety Factor: 1.71611
• PROG 0+190 - PRESA LLENA+SISMO A. ABAJO
  • Global Minimum Query (ordinary/fellenius) - Safety Factor: 1.0788
  • Global Minimum Query (bishop simplified) - Safety Factor: 1.22023
  • Global Minimum Query (janbu simplified) - Safety Factor: 1.06622
  • Global Minimum Query (janbu corrected) - Safety Factor: 1.15185
  • Global Minimum Query (spencer) - Safety Factor: 1.21128
  • Global Minimum Query (corp of eng#1) - Safety Factor: 1.19748
  • Global Minimum Query (corp of eng#2) - Safety Factor: 1.20172
  • Global Minimum Query (lowe-karafiath) - Safety Factor: 1.18482
  • Global Minimum Query (gle/morgenstern-price) - Safety Factor: 1.21045
  • Global Minimum Query (sarma) - Safety Factor: 1.20993
• PROG 0+190 - PRESA VICIANDO RAPIDO+SISMO A. ABAJO
  • Global Minimum Query (ordinary/fellenius) - Safety Factor: 1.49451
  • Global Minimum Query (bishop simplified) - Safety Factor: 1.64703
    • Global Minimum Query (janbu simplified) - Safety Factor: 1.47765
    • Global Minimum Query (janbu corrected) - Safety Factor: 1.58534
    • Global Minimum Query (spencer) - Safety Factor: 1.65251
    • Global Minimum Query (corp of eng#1) - Safety Factor: 1.64399
    • Global Minimum Query (corp of eng#2) - Safety Factor: 1.6524
    • Global Minimum Query (lowe-karafiath) - Safety Factor: 1.61636
    • Global Minimum Query (gle/morgenstern-price) - Safety Factor: 1.63701
    • Global Minimum Query (sarma) - Safety Factor: 1.65169
• Entity Information
  • PROG 0+190
    • Shared Entities
• Selected Type: Eurocode 7 - Design Approach 1, Combination PROG 0+190 - PRESA LLENA+SISMO A. ABAJO
• Permanent Actions: Unfavourable Type Partial Factor
• Permanent Actions: Favourable
• Variable Actions: Unfavourable 1.
• Variable Actions: Favourable
• Effective cohesion 1.
• Coefficient of shearing resistance 1.
• Undrained strength 1.
• Weight density
• Shear strength (other models) 1.
• Earth resistance
• Tensile and plate strength 1.
• Shear strength 1.
• Compressive strength 1.
• Bond strength 1.
• Seismic Coefficient
• Selected Type: Eurocode 7 - Design Approach 1, Combination All other Scenarios
• Permanent Actions: Unfavourable 1. Type Partial Factor
• Permanent Actions: Favourable
• Variable Actions: Unfavourable 1.
• Variable Actions: Favourable
• Effective cohesion
• Coefficient of shearing resistance
• Undrained strength
• Weight density
• Shear strength (other models)
• Earth resistance
• Tensile and plate strength 1.
• Shear strength 1.
• Compressive strength 1.
• Bond strength 1.
• Seismic Coefficient

Groundwater Analysis

PROG 0+190 - PRESA LLENA+SISMO A. ABAJO

Groundwater Method: Water Surfaces Pore Fluid Unit Weight [kN/m3]: 9. Use negative pore pressure cutoff: Yes Maximum negative pore pressure [kPa]: 0 Advanced Groundwater Method: None

PROG 0+190 - PRESA LLENA+SISMO A. ARRIBA

Groundwater Method: Steady State FEA Pore Fluid Unit Weight [kN/m3]: 9. Tolerance: 1e- Maximum number of iterations: 500 Use negative pore pressure cutoff: No Advanced Groundwater Method: None Mesh Element Type: 6 noded triangles Number of Elements: 2262 Number of Nodes: 4683

PROG 0+190 - PRESA VACIA+SISMO A. ARRIBA

Groundwater Method: Steady State FEA Pore Fluid Unit Weight [kN/m3]: 9. Tolerance: 1e- Maximum number of iterations: 500 Use negative pore pressure cutoff: No Advanced Groundwater Method: None Mesh Element Type: 6 noded triangles Number of Elements: 2262 Number of Nodes: 4683

PROG 0+190 - PRESA VICIANDO RAPIDO+SISMO A. ARRIBA

Groundwater Method: Water Surfaces Pore Fluid Unit Weight [kN/m3]: 9. Use negative pore pressure cutoff: Yes Maximum negative pore pressure [kPa]: 0 Advanced Groundwater Method: None

PROG 0+190 - PRESA VACIA+SISMO A. ABAJO

Groundwater Method: Steady State FEA Pore Fluid Unit Weight [kN/m3]: 9. Tolerance: 1e- Maximum number of iterations: 500 Use negative pore pressure cutoff: No Advanced Groundwater Method: None Mesh Element Type: 6 noded triangles Number of Elements: 2262 Number of Nodes: 4683

PROG 0+190 - PRESA LLENA+SISMO A. ABAJO

Groundwater Method: Steady State FEA Pore Fluid Unit Weight [kN/m3]: 9. Tolerance: 1e- Maximum number of iterations: 500 Use negative pore pressure cutoff: No Advanced Groundwater Method: None Mesh Element Type: 6 noded triangles Number of Elements: 2262 Number of Nodes: 4683

Surface Options

All Open Scenarios

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 Minimum Area: Not Defined Minimum Weight: Not Defined

Seismic Loading

PROG 0+190 - PRESA LLENA+SISMO A. ARRIBA

Advanced seismic analysis: No Staged pseudostatic analysis: Yes Staged pseudostatic method: Effective Stress Seismic Load Coefficient (Horizontal): 0. Seismic Load Coefficient (Vertical): 0.

All other Scenarios

Advanced seismic analysis: No Staged pseudostatic analysis: No Seismic Load Coefficient (Horizontal): 0. Seismic Load Coefficient (Vertical): 0.