Simulation of Pillar Failure Using FRACOD 2D

Simulation of Pillar Failure Using FRACOD2D

Objective • To test the capability of FRACOD2D in predicting failure of a pillar between two rock excavations

Main parameters • Failure criterion: Mohr-Coulomb • Tensile strength = 9MPa • Cohesion=17MPa • Friction angle rock =30º • KIC=1.46 MPa m1/2; KIIC=6.53 KIC • E=40GPa, u=0.25 • Fracture contact properties: JKs=JKn=10e4GPa/m; friction angle=30 degrees, cohesion=0

Sy=43MPa SX=18 MPa Pillar width 10 m Excavation width 10 m Excavation width 10 m 20 m

Fracture initiation inshear

Tensional fracture propagation

Mixed mode fracture propagation

Fracture propagation mainly in shear

Displacements

Maximum Displacement 11 mm

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Simulation of Pillar Failure Using FRACOD 2D

Simulation of Pillar Failure Using FRACOD 2D

Presentation Transcript

SIMULATION OF UPFC USING MATLAB

Modeling and Simulation of 2D 3D Electrodeposition

Simulation Using Promodel

Pillar XI

The Ground Response Curve, Pillar Loading and Pillar Failure

Recognition of volumetric features using 2d hints

FoamVis: Visualization of 2D Foam Simulation Data

2D Room Acoustic Simulation with CUDA

2D Jet Simulation Updates

FLO-2D SIMULATION RESULTS

Using 2D Sprite with OpenGL

SIMULATION OF AMPLIFIERS USING NGSPICE

Pillar 2 and Pillar 3 of Solvency II

Using 2D sprite with OpenGL

Pillar

USING 2D DESIGN CAD @ NPBHS

Using 2D Code

Using Student Failure

ATLAS beamline and failure case simulation

2D Jet Simulation Updates

Correction Pillar

Advantages of Using 2d Handheld Barcode Scanner