# Sheet Pile Design AI Agent Connect

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

## Overview
- **Category:** construction
- **Price:** Free
- **Endpoint:** https://edge.vinkius.com/vk_preview_ppIzmmD8wwOb1yy7B2YrsqeZ85XnjeY0NWixy7HQ/ai-agent-connect
- **Tags:** civil-engineering, sheet-pile, soil-mechanics, structural-design, geotechnical-engineering

## Description

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.

## Tools

### 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

## Prompt Examples

**Prompt:** 
```
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.
```

**Response:** 
```
The required embedment depth is 4.2 meters and the required section modulus is 1250 cm³.
```

**Prompt:** 
```
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?
```

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

**Prompt:** 
```
Find available steel profiles for a required section modulus of 800 cm³.
```

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

## Frequently Asked Questions

**What is the difference between cantilever and anchored wall calculations?**
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.

**How can I find a suitable steel profile for my design?**
After calculating the required capacity, use the `get_pile_section_modulus` tool to retrieve a list of available steel profiles that meet your minimum section modulus.

**Can this tool account for water-induced soil instability?**
Yes, the `evaluate_seepage_risk` tool assesses the stability of the wall against water flow and calculates the risk of piping.