MCP For Claude Marketplace
Sheet Pile Design

Sheet Pile Design MCP Connector for Claude

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Structural and geotechnical design for cantilever and anchored sheet pile walls.

4 tools Official Updated Oct 1, 2026 Official Vinkius Partner
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This MCP server provides essential engineering calculations for sheet pile wall design. It allows AI agents to determine structural requirements for both cantilever and anchored configurations. Use calculate_cantilever_wall for unsupported walls, calculate_anchored_wall to find waling forces and embedment for anchored systems, evaluate_seepage_risk to assess piping stability, and get_pile_section_modulus to select appropriate steel profiles from the catalog.

civil-engineeringsheet-pilesoil-mechanicsstructural-designgeotechnical-engineering

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

calculate_anchored_wall

Calculates the requirements for a sheet pile wall supported by a horizontal anchor system

calculate_cantilever_wall

Calculates the structural and depth requirements for a single, unsupported sheet pile wall

evaluate_seepage_risk

Assesses the stability of the wall against water flow and piping

get_pile_section_modulus

Identifies suitable commercial sheet pile sections based on a required capacity

See how to talk to your AI agent using Sheet Pile Design.

Calculate the requirements for a cantilever sheet pile wall with a height of 5m, soil density of 18 kN/m³, and friction angle of 30 degrees.

The required embedment depth is 4.2 meters and the required section modulus is 1250 cm³.

What is the risk of piping if the water level front is 2m, back is 0.5m, permeability is 1e-4 m/s, and embedment is 3m?

The exit gradient is 0.15 and the piping risk is low with a safety factor of 2.5.

Find available steel profiles for a required section modulus of 800 cm³.

Available profiles include Profile-A (950 cm³, 85 kg/m) and Profile-B (1100 cm³, 92 kg/m).

A cantilever wall is self-supporting and relies on embedment depth, while an anchored wall uses a horizontal support to reduce bending moments and required depth.

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