Secant Pile Wall Designer

Secant Pile Wall Designer MCP Connector for Claude

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Calculate structural and geotechnical parameters for secant pile retaining walls.

4 tools Official Updated Oct 1, 2026 Official Vinkius Partner

This MCP server provides specialized engineering tools for designing secant pile retaining walls. It allows for precise calculation of pile spacing using calculate_wall_geometry, determination of lateral earth and hydrostatic pressures via analyze_soil_pressure, calculation of required stability depth with determine_embedment_depth, and steel reinforcement design through design_structural_reinforcement. It supports both hard-soft and hard-hard pile configurations to ensure geotechnical stability and structural integrity.

civil-engineeringretaining-wallsstructural-designsoil-mechanicssecant-piles

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

calculate_wall_geometry

Determines the physical arrangement and spacing of the piles based on diameter and overlap

design_structural_reinforcement

Determines the necessary steel reinforcement to provide the required structural capacity

determine_embedment_depth

Calculates the required depth of the piles below the excavation level to ensure geotechnical stability

analyze_soil_pressure

Calculates the lateral earth pressures acting on the wall profile

See how to talk to your AI agent using Secant Pile Wall Designer.

Calculate the pile spacing for a 600mm diameter pile with a 15% overlap in a hard-soft configuration.

The center-to-center spacing for the piles is 510mm.

What is the total lateral pressure for a 5m wall with a soil unit weight of 18 kN/m3, cohesion of 5 kPa, friction angle of 30 degrees, and a 2m water head?

The total lateral pressure is 112.5 kPa.

Determine the reinforcement needed for a 600mm pile with a 150 kNm bending moment and 30 MPa concrete strength in a hard-soft setup.

The required steel area is 1250 mm2, with a suggested rebar diameter of 25mm.

The tool supports both hard-soft (Type A/B) and hard-hard (Type C) pile configurations.

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