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The Pile Selector Calculator helps structural and geotechnical engineers select appropriate pile types and sizes for deep foundation applications. Reference guide for timber, steel, concrete, and composite piles with capacity ranges and typical applications.
Deep foundations transfer building loads through weak or unstable soil to deeper, more competent layers. Pile selection depends on load requirements, soil conditions, site constraints, and construction methods.
Browse pile types by category (Timber, Steel, Concrete, Composite) to view capacity ranges, optimum lengths, sizes, and spacing recommendations. The calculator helps identify appropriate pile solutions for different foundation requirements and site conditions.
Features
Everything you need
- Multiple pile type categories
- Capacity range references
- Optimum length recommendations
- Size and spacing guidelines
- Material type comparison
- Foundation design guidance
- Geotechnical reference
How it works
Simple workflow
- 1Browse pile types by category
- 2Review capacity and length ranges
- 3Compare different pile materials
- 4Select appropriate pile type
- 5Apply sizing recommendations
Use cases
Built for real-world scenarios
Foundation design
Select appropriate pile types for deep foundation systems based on load and soil conditions.
Preliminary planning
Estimate pile requirements during early design phases before detailed geotechnical analysis.
Material selection
Compare timber, steel, and concrete pile options for different applications.
Cost estimation
Understand pile capacity ranges for preliminary cost estimation and feasibility studies.
FAQ
Frequently asked questions
Timber piles: 15-25 kips capacity, 45-65 ft optimum length. Steel H-piles: 50-200 kips, 40-150 ft. Concrete piles: 50-300 kips, 30-120 ft. Composite piles combine materials.
Pile capacity depends on soil conditions, pile material, and installation method. Typical ranges: Timber 15-40 kips, Steel 50-200 kips, Concrete 50-300+ kips. Geotechnical analysis determines actual capacity.
Typical spacing: 2.5-3.5 ft center-to-center, or 2.5-3.0 pile diameters. Closer spacing increases group capacity but increases cost. Spacing depends on pile size and soil conditions.
Use piles when: shallow soil has low bearing capacity, building loads are high, site has weak/compressible soil, or structures require uplift resistance. Consult geotechnical engineer for site-specific recommendations.
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