Mining & Metals Solutions

Geotechnical Monitoring

Geotechnical engineers receive slope stability radar updates, piezometer readings, and prism survey data through separate systems on different reporting cadences, often daily or weekly. Microseismic event logs are reviewed independently of surface deformation trends. By the time any single instrument exceeds its alert threshold, multi-sensor convergence indicators that would have provided 48 to 72 hours of warning have already passed unrecognized. Exclusion zone decisions are made conservatively because the integrated risk picture is never visible.

Built For

Geotechnical Engineer managing slope stability across 4 open pit walls with active SSR coverage, prism networks, and piezometer arrays

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Lumi Geo

Mine Geologist / Grade Control

Integrates structural geology interpretation with deformation monitoring to identify failure mechanism and failure surface geometry.

Structural Domain Mapping
Failure Mechanism Classification
SSR Displacement Rate Analysis
Kinematic Feasibility Assessment
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Lumi Safe

Safety Officer

Translates geotechnical risk assessments into exclusion zone recommendations and personnel safety decisions.

Exclusion Zone Management
Alert Level Escalation
Personnel Exposure Assessment
Emergency Response Triggers
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Lumi Ops

Mine Planner / Operations

Evaluates the production impact of exclusion zones and slope remediation requirements on the mine schedule.

Exclusion Zone Schedule Impact
Depressurization Program Tracking
Buttress Design Coordination
Catch Berm Assessment
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How It Works

Lumina integrates slope stability radar, piezometric head, prism displacement, and microseismic event data into a unified geotechnical risk picture, correlating multi-sensor trends to surface early instability signatures and connect ground support decisions to observed deformation rates.

Instant Analysis

Drag and drop your CSVs. No complex pipelines required.

Natural Language

Ask questions in plain English, get instant answers.

Lumina Analyst
Compare estimated grade vs actual mill recovery for Pit B.

I see a consistent -12% variance between Block Model estimates and Plant Recovery for material from Pit B. This suggests high dilution during blasting.

Grade Reconciliation Variance
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Related Capabilities

slope stability monitoring softwaregeotechnical monitoring miningopen pit wall failure early warning