Rockmass Instabilities Induced by Mining Excavations in El Teniente, a Codelco-Chile Copper Mine - PowerPoint PPT Presentation

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Rockmass Instabilities Induced by Mining Excavations in El Teniente, a Codelco-Chile Copper Mine

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Rockmass Instabilities Induced by Mining Excavations in El Teniente, a Codelco-Chile Copper Mine F. Alvarez, J. D vila, A. Jofr , R. Man sevich. – PowerPoint PPT presentation

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Title: Rockmass Instabilities Induced by Mining Excavations in El Teniente, a Codelco-Chile Copper Mine


1
Rockmass Instabilities Induced by Mining
Excavations in El Teniente, a Codelco-Chile
Copper Mine
  • F. Alvarez, J. Dávila, A. Jofré, R. Manásevich.
  • DIM-CMM, Universidad de Chile.
  • January 2003.

2
Outline
  • Part I Project overview
  • The mine and its rockmass.
  • The caving method.
  • Rockmass instabilities and rockbursting.
  • Part II Asymptotic analysis of a limit stress
    state.

3
Part I Project Overview
4
The mine
  • Located at 2.100 masl and 80 km SSE of Santiago.
  • Worlds largest underground copper mine.
  • 1.500 km of tunnels and underground excavations.
  • 355.000 ton/year.

El Teniente
5
The rockmass
Secondary mineral soft, near the surface and
highly fragmented. Poor in copper.
Primary mineral high cohesion, deeper and much
harder than the secondary ore. Rich in copper.
6
The caving method
  • Panel caving the gravity force helps rock
    fragmentation and block extraction

7
Evolution of the geometry
8
Drawbacks
  • The excavations induce deformations and high
    stress conditions within the surrounding
    rockmass.
  • Consequences
  • Damages to the surrounding excavations
  • Rockmass instabilities.
  • Seismic activity and rockbursting.

9
The mathematical modelling challenge
To develop quantitative and qualitative mathematic
al tools to assist the determination of mining
parameters
  • Geomechanical properties of the rockmass
  • Dynamical aspects of the mining process.

10
The team
El Teniente Engineers S. Gaete R. Molina
PDE J. Dávila R. Manásevich
Optimization/Equilibrium F. Alvarez A. Jofré
11
Part II Asymptotic analysis of the limit stress
condition
12
Elasticity theory I stress tensor
13
Elasticity theory II equilibrium PDE
Linear Elasticity
14
Mixed boundary conditions
rockmass
cavity
15
Shear stress evolution
  • High stress concentrations at the underminning
    front

16
Evolution
17
Limit problem I bilaplacian
Divergence PDE (system)
Domain
Plane stress
Airys stress function
Biharmonic PDE (scalar)
Boundary conditions on L
18
Limit problem II conformal map
Biharmonic function
Boundary conditions
Conformal map
19
Limit problem III asymptotic analysis
(a) Schwarz reflexion principle
(b) Variational formulation
(a) (b)
But
20
Limit problem IV illustration
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