Excavation Support Designer

Excavation Support Designer MCP Connector for Claude

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Designs temporary excavation support systems including stability and bracing.

4 tools Official Updated Oct 1, 2026 Official Vinkius Partner

This MCP server provides specialized engineering tools for designing temporary excavation support systems. It allows AI agents to determine the most appropriate support type using analyze_support_feasibility, calculate required embedment and wall movement with calculate_wall_stability, determine strut spacing via design_lateral_bracing, and evaluate performance through simulate_staged_excavation.

excavationcivil-engineeringsoil-mechanicsstructural-designstability

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

analyze_support_feasibility

Determine the most appropriate support type for given site conditions

calculate_wall_stability

Calculate required embedment depth and lateral wall movement

design_lateral_bracing

Determine the spacing of struts needed to hold the wall in place

simulate_staged_excavation

Evaluate support system performance through various stages of soil removal

See how to talk to your AI agent using Excavation Support Designer.

What support type is best for a 5m excavation in sand with groundwater at 2m?

For a 5m excavation in sand with groundwater at 2m, a Sheet Pile support is recommended due to the water presence.

Calculate the strut spacing for a 10m excavation using Soldier Piles with a 50kPa surcharge.

The required strut spacing for this configuration is 3.5 meters.

Will a 4m embedment depth be stable for a 6m excavation in clay?

No, a 4m embedment depth is insufficient; the stability analysis indicates a higher embedment is required to maintain a positive safety factor.

You can use the `analyze_support_feasibility` tool to evaluate soil type and groundwater levels to determine the best support method.

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