Why Geotextile Filters Clog: Soil Compatibility, Hydraulics and Site Contamination

Mass per unit area is not a filtration design parameter. Opening size, permeability, soil gradation and hydraulic conditions must be evaluated together.

Drainage clogging is often blamed on geotextile quality alone, but opening size, soil gradation, fine-particle migration, hydraulic gradient and construction contamination all influence long-term behaviour.

01

Start with representative soil data

Review gradation, fines content, plasticity and dispersivity before selecting characteristic opening size and permeability. Project-specific filtration testing may be warranted for complex soils.

02

Account for the hydraulic regime

Steady one-way flow, reversing water levels and high gradients do not present the same risk. Outlet capacity and downstream drainage must be checked with the filter.

03

Protect the filter during construction

Keep fabric and subgrade clean, prevent soil bypass at overlaps, control fill drop height and vehicle traffic, and repair damage before cover.

Geotextile fibre structure considered together with filtration properties

Project action list

What the procurement or project team should do next

  • Provide representative soil gradation

  • Define hydraulic gradient and flow direction

  • Specify filtration properties rather than mass alone

  • Approve a trial section where risk is high

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