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Mining & Geotechnical · Simulation Study

Quantify the risk in your rock mass before the ground makes the decision for you.

Simulation studies for underground excavation stability, blast optimisation, tailings dam integrity, and slope stability analysis.

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AUD 19.75M/yr
Recovered annually from blast optimisation (Kalgoorlie-type copper operation, tailings mill case)
1.3%
DEM P80 prediction error vs Kuz-Ram 21.8% (trial blast validated: predicted 385 mm, measured 385 mm)
±8–15%
DEM accuracy vs ±35–60% for Kuz-Ram in structured rock masses
Applications

What we can study for you

  • Underground excavation stability analysis with explicit joint modelling
  • Tailings dam integrity assessment under static and seismic loading
  • Slope failure analysis with progressive failure mechanisms
  • Blast fragmentation optimisation and damage control
  • Coupled hydro-mechanical analysis for groundwater-sensitive excavations
  • Progressive failure modelling for pit wall and underground stability
Our Approach

Discontinuum and coupled hydro-mechanical simulation of real rock mass behaviour

We run simulation studies that model rock masses as they actually behave, as discontinuous materials where failure is governed by the interaction between intact rock, geological structures, water pressure, and induced stress changes. Not averaged continuum properties. Not empirical classification systems. Actual physics.

  • Discontinuum modelling for underground excavation stability with explicit representation of joint sets and geological structures
  • Coupled hydro-mechanical simulation for tailings dam stability including pore pressure evolution, consolidation, and seismic loading
  • Blast simulation for fragmentation optimisation and damage control, maximising ore recovery while minimising damage to remaining rock
  • Progressive slope failure analysis that captures the actual failure mechanism rather than assuming a failure surface geometry
Studies We Offer

Specific studies, fixed scope.

4–8 week project
Excavation & Slope Stability Assessment

Discontinuum and coupled hydro-mechanical simulation of underground openings and pit slopes with explicit geological structure representation.

6–10 week engagement
Tailings Dam Integrity Analysis

Coupled consolidation and stability simulation for tailings storage facilities under operating and closure conditions.

Describe your Mining & Geotechnical challenge.

We'll scope a study within 48 hours and tell you whether our platform can help. No commitment required.

Grab a scoping call

or email [email protected]