Informacion De Cuñas

Unwedge Analysis Information

Document Name

File Name: tunel1.weg

Project Settings

Project Title: Stability Analysis ofWedges for Underground Excavations
Wedges Computed: Perimeter and End Wedges
Units: Metric, stress as MPa

General Input Data

Tunnel AxisOrientation:
Trend: 0°
Plunge: 0°
Design Factor of Safety: 1.500
Unit Weight of Rock: 0.026 MN/m3
Unit Weight of Water: 0.010 MN/m3Seismic Forces

Not Used

Scale Wedges Settings


Floor wedge [1]
Scale Out Of Plane Length: 500.00 mLower Right wedge [4]
Scale Out Of Plane Length: 500.00 m

Lower Left wedge [5]
Scale Out Of Plane Length: 500.00 mUpper Left wedge [6]
Scale Out Of Plane Length: 500.00 m

Roof wedge [8]
Scale Out Of Plane Length: 500.00 mNear End wedge [9]
Scale Out Of Plane Length: 500.00 m

Far End wedge [10]
Scale Out Of Plane Length: 500.00 m

JointOrientations

Joint 1
Dip: 35°
Dip Direction: 300°
Joint 2
Dip: 55°
Dip Direction: 065°
Joint 3Dip: 70°
Dip Direction: 190°

Joint Properties

Joint Properties 1
Water Pressure
Constant: 0 MPaWaviness: 0°
Shear Strength Model: Mohr-Coulomb
Phi: 35°
Cohesion: 0.1 MPa
Tensile Strength: 0 MPa...