MCP For Claude Marketplace
Pit Slope Stability Analysis

Pit Slope Stability Analysis MCP Connector for Claude

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Calculate factor of safety and identify critical slip surfaces for open-pit mine slopes.

4 tools Official Updated Oct 1, 2026 Official Vinkius Partner
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This MCP server provides specialized geotechnical engineering tools to evaluate the stability of open-pit mine slopes. It uses limit equilibrium methods like Bishop, Janbu, and Spencer to calculate the Factor of Safety (FoS). Engineers can use analyze_slope_stability to determine stability based on pit geometry and rock mass properties, identify_critical_surface to find likely failure paths, evaluate_pore_pressure_impact to quantify water-induced instability, and generate_design_recommendations to receive specific mitigation guidance.

stabilityslopemininggeotechnicalsafety

4 tools expose this connector's capabilities to your AI agent.

analyze_slope_stability

Calculates the primary Factor of Safety (FoS) for a given slope configuration

evaluate_pore_pressure_impact

Quantifies how water presence reduces the stability of the design

generate_design_recommendations

Provides engineering guidance based on calculated stability metrics

identify_critical_surface

Finds the most likely failure path for a specific slope

See how to talk to your AI agent using Pit Slope Stability Analysis.

Calculate the stability for a pit with 50m height, 45 degree slope, and 10m crest width using the Bishop method.

The calculated Factor of Safety (FoS) for this configuration is 1.45, which is considered an acceptable stability level.

What is the impact of a water table at 20m height on my current slope stability?

The presence of water at a 20m height reduces the Factor of Safety from 1.50 to 1.15, a reduction of 23.3%.

The current FoS is 1.05 and the required is 1.3 for a planar failure. What should I do?

To reach the required safety margin, it is recommended to implement slope flattening or install drainage to reduce pore pressure.

The server supports Bishop, Janbu, and Spencer methods via the `analyze_slope_stability` tool.

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