MCP For Claude Marketplace
Tie-back Anchored Wall Designer

Tie-back Anchored Wall Designer MCP Connector for Claude

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Design and analyze the stability of tie-back anchored retaining walls.

4 tools Official Updated Oct 1, 2026 Official Vinkius Partner
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This MCP server provides specialized engineering tools for the design and stability analysis of tie-back anchored retaining walls. It allows engineers to calculate critical structural forces and safety factors. Use analyze_wall_stability to determine stability factors like sliding and overturning, or calculate_anchor_geometry to find the required anchor force and length. For complex projects, perform_staged_analysis simulates the construction sequence, while get_bending_moment_profile provides a detailed view of internal forces along the wall face.

retaining-wallssoil-mechanicsstability-analysisanchorsgeotechnical-engineering

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

calculate_anchor_geometry

Determine the required tension force and the depth required for the anchor to reach stable soil

get_bending_moment_profile

Provide a detailed view of the internal forces acting along the vertical face of the wall

perform_staged_analysis

Evaluate the stability of the wall throughout the entire construction sequence

analyze_wall_stability

Determine primary stability factors and structural forces for a single-stage wall design

See how to talk to your AI agent using Tie-back Anchored Wall Designer.

Calculate the stability for a 5m wall with soil unit weight of 18 kN/m3, cohesion of 10 kPa, friction angle of 30 degrees, and anchor inclination of 15 degrees.

The stability analysis for the 5m wall shows a sliding factor of 1.5, an overturning factor of 1.8, and a bearing factor of 2.1.

What is the required anchor force for a 10m wall with a 1.5 safety factor, 19 kN/m3 soil weight, and 32 degree friction angle at 10 degrees inclination?

The required anchor force is 450 kN and the required anchor length is 12.5 meters.

Show me the bending moment profile for a 6m wall with anchors at 2m and 4m depths, with forces of 100kN and 150kN respectively, and a total lateral pressure of 50 kN/m2.

The bending moment profile shows a peak moment of 120 kNm at a depth of 3.2 meters.

You can use the `analyze_wall_stability` tool to calculate stability factors for sliding, overturning, and bearing. A factor greater than one indicates a stable condition.

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