Geotextiles
Revision as of 19:09, 4 July 2017 by Jenny Hill (talk | contribs)
- Material specifications should conform to Ontario Provincial Standard Specification (OPSS) 1860 for Class II geotextile fabrics.
- Fabrics should be woven monofilament or non-woven needle punched. Woven slit film and non-woven heat bonded fabrics should not be used as they are prone to clogging.
Primary considerations are:
- Maximum forces that will be exerted on the fabric (i.e., what tensile, tear and puncture strength ratings are required?);
- Load bearing ratio of the underlying native soil (i.e. is the geotextile needed to prevent downward migration of aggregate into the native soil?);
- Texture (i.e., grain size distribution) of the overlying fill material; and
- Permeability of the native soil
- Suitable apparent opening size (AOS) for non-woven fabrics, or percent open area (POA) for woven fabrics, to maintain water flow even with sediment and microbial film build-up;
Percent media passing 0.075 mm (#200 sieve) | Non-woven fabric apparent opening size (AOS, mm) | Woven fabric percent open area (POA, %) | Permittivity (sec-1) |
---|---|---|---|
>85 | ≤ 0.3 | Not recommended | 0.1 |
50 - 85 | ≥ 4 | ||
15 - 50 | ≤ 0.6 | 0.2 | |
5 - 15 | 0.5 | ||
≤ 5 | ≥ 10 |