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Home > Blog > Geotextile for Subgrade Improvement: Techniques for Building on Soft Soils

Geotextile for Subgrade Improvement: Techniques for Building on Soft Soils

By hzgeotextile.com February 12th, 2026 56 views

Weak, wet subgrades are among the most challenging conditions in construction. Equipment gets stuck, aggregate disappears into the mud, and schedules slip. Geotextiles for subgrade improvement offer a systematic, engineered approach to conquering soft ground.

Level 1: Separation (The Foundation)
The most basic intervention. A geotextile is placed directly on the prepared subgrade before aggregate placement. Its sole function: prevent subgrade soil from intruding into the aggregate layer. This preserves aggregate thickness, maintains drainage, and provides a stable working surface. Suitable for subgrades with moderate strength (CBR ≥ 3).

Level 2: Reinforcement (Enhanced Performance)
When subgrade strength is very low (CBR 1-3), separation alone is insufficient. A high-strength woven geotextile is specified to provide tensile reinforcement. The fabric tensions under load, distributing wheel loads over a wider area and reducing vertical stress on the subgrade. This allows:

  • Thinner aggregate sections (cost savings).

  • Higher trafficability for construction equipment.

  • Reduced rutting during construction and service.

Level 3: Geotextile-Reinforced Working Platforms (The Heavy Lift)
For extremely soft subgrades (CBR < 1) or very high loads (deep foundations, heavy cranes), a geotextile-reinforced working platform is a designed geotechnical structure. This involves:

  1. Site investigation: Accurate measurement of undrained shear strength.

  2. Design methods: Based on limit equilibrium or bearing capacity theories (e.g., British Standard BS8006, Giroud & Han method).

  3. High-strength geotextile selection: Typically woven polyester or polypropylene with tensile strength > 100 kN/m.

  4. Controlled construction: Aggregate placement from the "edge" inward to mobilize reinforcement.

Construction Best Practices on Soft Ground:

  • Minimize Subgrade Disturbance: Do not overwork or pump the subgrade during preparation.

  • Proper Overlap: Ensure adequate overlap or seaming to maintain continuity.

  • Aggregate Quality: Use angular, well-graded aggregate; do not drop from height.

  • Thin Lift Placement: Place the first lift in thin layers (150-200mm) with light equipment.

The Outcome:
A stable, safe working platform that enables construction in conditions previously considered unworkable. This isn't just about solving a site problem; it's about unlocking project potential.

HZ Geotextile supplies a full range of subgrade improvement fabrics, from standard separation grades to ultra-high-strength reinforcement wovens. For design assistance or product recommendations, visit www.hzgeotextile.com.

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