GEO SLOPE

Report generated using GeoStudio 2007, version 7.17. Copyright © 1991-2010 GEO-SLOPE International Ltd.
File Information

Created By: ANDRES

Revision Number: 2

Last Edited By: ANDRES

Date: 18/11/2010

Time: 07:45:18 p.m.

File Name: analisis de suelo.gsz

Directory: d:\Documents and Settings\ANDRES\Mis documentos\

Last Solved Date: 18/11/2010

Last Solved Time: 07:46:04 p.m.
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
analisis de talud

Kind: SLOPE/W

Method: Bishop, Ordinary and Janbu

Settings

PWP Conditions Source: (none)

Slip Surface

Direction of movement: Right to Left

Use Passive Mode: No

Slip Surface Option: Entry and Exit

Critical slip surfaces saved: 1

Optimize Critical Slip Surface Location: No

Tension Crack

Tension Crack Option: (none)

FOS Distribution

FOS Calculation Option: Constant

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
arena limosa

Model: Mohr-Coulomb

Unit Weight: 21 kN/m³

Cohesion: 0.136 kPa

Phi: 28.5 °

Phi-B: 0 °
Slip Surface Entry and Exit

Left Projection: Range

Left-Zone Left Coordinate: (8, 7) m

Left-Zone Right Coordinate: (17, 7) m

Left-Zone Increment: 4

Right Projection: Range

Right-Zone Left Coordinate: (25, 15) m

Right-Zone Right Coordinate: (38, 15) m

Right-Zone Increment: 4

Radius Increments: 4