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LONG-TERM PROTECTION EFFICIENCY OF NONWOVEN POLYPROPYLENE GEOTEXTILES

机译:非织造聚丙烯土工织物的长期保护效率

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European Standard EN ISO 13719:2002 specifies an index test used to determine the efficiency with which a geotextile will protect a geosynthetic barrier against the mechanical long term effects of static point loads. Laboratory tests were conducted on 16 nonwoven needle-punched polypropylene geotextiles (mass per unit area 202 g/m2-1,406 g/m2,thickness 1.63 mm-10.06 ram) representing six different manufacturers and made of staple fibers or continuous filament.Based on local strain measurements, the protection efficiency values of the geotextiles were found to range between 25.0×103 and 66.7×103 kN/m2. Good linear correlations (R2=0.85-0.88) were obtained between protection efficiency and mass per unit area, average tensile strength and static puncture strength. Geomembrane protection under high external loads (1200 kPa) requires use of relatively heavy geotextiles (over 1,500 g/m2). Selection of an appropriate geotextile depends on the anticipated magnitude of the external load and on the specified allowable geomembrane deformation.
机译:欧洲标准EN ISO 13719:2002规定了用于确定土工织物将保护地质合成屏障免受静态载荷的机械长期影响的效率的索引测试。实验室测试在16个非织造针刺聚丙烯土工织物(每单位面积202g / m 2-1,406g / m 2,厚度为1.63mm-10.06 ram)上进行,代表六种不同的制造商,并由短纤维或连续灯丝制成。基于当地应变测量,发现土工织物的保护效率值在25.0×103和66.7×103kN / M2之间的范围内。在每单位面积的保护效率和质量之间获得良好的线性相关(R2 = 0.85-0.88),平均抗拉强度和静态穿刺强度。在高外部载荷(1200kPa)下的土工膜保护需要使用相对较重的土工织物(超过1,500克/平方米)。选择合适的土工织物取决于外部负荷的预期幅度和指定的允许的地磁变形。

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