Difference between revisions of "Geotextiles"
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Jenny Hill (talk | contribs) (Created page with "<ul><li>Material specifications should conform to Ontario Provincial Standard Specification (OPSS) 1860 for Class II geotextile fabrics.</li> <li>Fabrics should be woven monof...") |
Jenny Hill (talk | contribs) |
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<p>Primary considerations are: | <p>Primary considerations are: | ||
<ol> | <ol> | ||
− | |||
− | |||
<li>Maximum forces that will be exerted on the fabric (i.e., what tensile, tear and puncture strength ratings are required?);</li> | <li>Maximum forces that will be exerted on the fabric (i.e., what tensile, tear and puncture strength ratings are required?);</li> | ||
− | <li>Load bearing ratio of the underlying native soil (i.e. | + | <li>Load bearing ratio of the underlying native soil (i.e. is the geotextile needed to prevent downward migration of aggregate into the native soil?);</li> |
− | <li>Texture (i.e., grain size distribution) of the overlying | + | <li>Texture (i.e., grain size distribution) of the overlying fill material; and</li> |
<li>Permeability of the native soil</li> | <li>Permeability of the native soil</li> | ||
+ | <li>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;</li> | ||
</ol> | </ol> | ||
+ | |||
+ | <table class="table table-bordered"> | ||
+ | <caption>Recommended criteria for selection of geotextile fabric</caption> | ||
+ | <tr class="success"><th>Percent media passing 0.075 mm (#200 sieve)</th><th>Non-woven fabric apparent opening size (AOS, mm)</th><th>Woven fabric percent open area (POA, %)</th><th>Permittivity (sec<sup>-1</sup>)</th></tr> | ||
+ | <tr><td align="center" valign="middle">>85</td><td align="center" valign="middle"rowspan = 2>≤ 0.3</td><td align="center" valign="middle">Not recommended</td><td align="center" valign="middle" rowspan = 2>0.1</td></tr> | ||
+ | <tr><td align="center" valign="middle">50 - 85</td><td align="center" valign="middle" rowspan = 3>≥ 4</td></tr> | ||
+ | <tr><td align="center" valign="middle">15 - 50</td><td align="center" valign="middle" rowspan = 3>≤ 0.6</td><td align="center" valign="middle">0.2</td></tr> | ||
+ | <tr><td align="center" valign="middle">5 - 15</td><td align="center" valign="middle" rowspan =2>0.5</td></tr> | ||
+ | <tr><td align="center" valign="middle">≤ 5</td><td align="center" valign="middle">≥ 10</td></tr> | ||
+ | </table> | ||
</p> | </p> |
Revision as of 18:58, 4 July 2017
- 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 |