The stability and load-bearing capacity of soil directly affect the design and durability of industrial buildings, particularly those with heavy machinery, multi-ton storage loads, or multi-floor manufacturing units. Soil with poor stability increases foundation costs and structural risk, whereas stable soil enables safer, more economical construction.
Below are the key soil conditions and characteristics that support high-load foundation systems:
1. High Bearing Capacity Soils
- Preferred Types:
- Gravelly soils and coarse sand: Excellent drainage and compaction
- Well-graded sandy gravel (GW): Typically 300–600 kN/m² bearing capacity
- Gravelly soils and coarse sand: Excellent drainage and compaction
- Performance:
- Minimal settlement under heavy dynamic loads
- Suitable for shallow foundations (isolated, combined, or raft footings)
- Minimal settlement under heavy dynamic loads
2. Rock and Weathered Rock Strata
- Basalt, granite, sandstone (moderately weathered or intact)
- Bearing Capacity: Often > 800 kN/m², ideal for extremely heavy industrial loads
- Considerations:
- Requires blasting or chiseling for excavation
- Excellent for pile anchorage or rock-socketed foundation systems
- Requires blasting or chiseling for excavation
3. Stiff to Hard Clayey Soils
- Characteristics:
- High cohesion, moderate permeability
- Acceptable bearing capacity of 150–250 kN/m²
- High cohesion, moderate permeability
- Suitability:
- Stable under slow, sustained loads (e.g., equipment bases)
- May require pre-compaction and moisture control
- Stable under slow, sustained loads (e.g., equipment bases)
4. Low Compressibility Soils with Uniform Settlement
- Low plasticity silts (ML) and silty sands (SM) are acceptable with soil improvement.
- Advantages:
- Uniform settlement characteristics
- Reduced differential movement
- Uniform settlement characteristics
- Treatment:
- Compaction, geogrid reinforcement, or chemical stabilization may be required.
5. Geotechnical Indicators for Load Suitability
- Standard Penetration Test (SPT) N-values:
- N > 30: Excellent for shallow foundations
- N = 10–30: Suitable for engineered treatment
- N > 30: Excellent for shallow foundations
- Shear strength > 75 kPa and low liquefaction potential are ideal for heavy industrial structures.
- Modulus of Subgrade Reaction (k): Higher k-values (> 50 MN/m³) support rigid slabs and foundations