{"id":1080,"count":3,"description":"Geosynthetics. Determination of friction characteristics. Part 2: Test of the inclined plane.\r\nThe standard describes a method for determining the friction characteristics of geosynthetics (geotextiles and geotextile-related products, geosynthetic barriers), in contact with soils, with low normal stress, using an inclined plane apparatus.\r\nThis method is primarily intended for a yield test to be used with site-specific soils, but can also be used as an index test with standard sand.\r\nTest data obtained for geogrids tested with rigid support are not necessarily realistic as results are dependent on frictional support.","link":"https:\/\/techlabsystems.com\/eng\/norma-en\/1-2-3\/en-12957-2\/","name":"EN 12957-2","slug":"en-12957-2","taxonomy":"en","parent":1009,"meta":[],"acf":[],"aioseo_head":"\n\t\t<!-- All in One SEO 4.9.9 - aioseo.com -->\n\t<meta name=\"description\" content=\"Geosynthetics. Determination of friction characteristics. Part 2: Test of the inclined plane. The standard describes a method for determining the friction characteristics of geosynthetics (geotextiles and geotextile-related products, geosynthetic barriers), in contact with soils, with low normal stress, using an inclined plane apparatus. This method is primarily intended for a yield test to be used with site-specific soils, but can also be used as an index test with standard sand. 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Determination of friction characteristics. Part 2: Test of the inclined plane. The standard describes a method for determining the friction characteristics of geosynthetics (geotextiles and geotextile-related products, geosynthetic barriers), in contact with soils, with low normal stress, using an inclined plane apparatus. This method is primarily intended for a yield test to be used with site-specific soils, but can also be used as an index test with standard sand. 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Determination of friction characteristics. Part 2: Test of the inclined plane. The standard describes a method for determining the friction characteristics of geosynthetics (geotextiles and geotextile-related products, geosynthetic barriers), in contact with soils, with low normal stress, using an inclined plane apparatus. This method is primarily intended for a yield test to be used with site-specific soils, but can also be used as an index test with standard sand. 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