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Geotextiles separation

Narejo DB. Opening size recommendations for separation geotextiles nsed in pavements. Geotextiles and Geomembranes 2003 21 257-64. [Pg.133]

For open graded base or thin bases over wet. fine grained subgrades, a separation geotextile should be considered with geogrid reinforcement. [Pg.323]

In applications of separation, the typical grab strength of geotextiles ranges from 900 to 315 N they are usually silt film wovens. Costs range from 0.35 to 0.65/m for these separation geotextiles. [Pg.501]

Separation geotextile As discussed subsequently, a separation textile is used to separate two dissimilar materials, typically sods. [Pg.566]

Fabrics perform one or more function in each installation generally there is one primary function. The five basic primary functions have been identified as separation, stabili2ation, reinforcement, filtration, and drainage. When the geotextile is impregnated with an impermeable material such as an asphaltic... [Pg.258]

Separation. In this function, the geotextile serves to separate two dissimilar materials (Fig. 3), eg, two different soils, landfill material and the native soil, stone material and subgrade sod, old and new pavement, foundation sods and various types of wads, or one of many other similar situations. In some instances, it is difficult to distinguish between the separation and stabilization functions because in both situations the geotextde is serving as a separator. However, in stabilization some additional phenomena occur. [Pg.259]

Filter layers, frost penetration, and cap-liner connections are other factors to consider in designing the closure system for a hazardous waste landfill. Before using geotextiles for filter layers in closures, one should conduct pressure tests and clogging tests on the material. Freeze-thaw cycles probably have little effect on membranes, but their impact on clay is still not known. Because of this lack of knowledge, membrane and clay layers should be placed below the frost penetration layer. Finally, a cap membrane should not be welded to the primary FML. Differential settlement in the cap can put tension on the cap membrane. In such a situation, the seam could separate and increase the potential for integration of the surface water collection system into the LDS. [Pg.1146]

Geotextiles are the polymeric textile materials that are widely used in civil engineering to provide reinforcement, filtration, separation, drainage, erosion resistance and asphalt reinforcement. They take many forms nonwoven and woven textiles, grids, and openwork structures sandwiched between layers of nonwoven for lateral drainage. The principal... [Pg.164]

Fig. 3. Separation of subbase from subgrade soil by a geotextile. Fig. 3. Separation of subbase from subgrade soil by a geotextile.
In separation, the primary function of the geotextile is to prevent intrusion of one material into another in order to prevent contamination of either material by the other. In the case of an aggregate being placed over a firm foundation soil, the purpose is to maintain the drainage integrity of the aggregate wall application is similar. In landfill application, the purpose is to prevent intrusion of waste material into the leachette collector system. [Pg.259]

Even though separation may not be the primary function for which the geotextile is installed, in almost every case the geotextile does perform as a separator. For the separation function, the physical properties of concern are primarily strength-related, including wide width, puncture resistance, and tear resistance. [Pg.259]

Geotextiles have become one of the most important fields of application for synthetic polymeric fibers. In view of their great importance, we describe them in a separate section. Textiles made of synthetic polymer fibers are used in various applications to address a variety of solids-related problems in civil engineering such as soil support, stabilization, separation and filtration, reinforcement of... [Pg.105]


See other pages where Geotextiles separation is mentioned: [Pg.463]    [Pg.463]    [Pg.308]    [Pg.31]    [Pg.239]    [Pg.305]    [Pg.309]    [Pg.413]    [Pg.31]    [Pg.239]    [Pg.305]    [Pg.309]    [Pg.413]    [Pg.463]    [Pg.463]    [Pg.308]    [Pg.31]    [Pg.239]    [Pg.305]    [Pg.309]    [Pg.413]    [Pg.31]    [Pg.239]    [Pg.305]    [Pg.309]    [Pg.413]    [Pg.257]    [Pg.173]    [Pg.165]    [Pg.607]    [Pg.27]    [Pg.607]    [Pg.257]    [Pg.259]    [Pg.259]    [Pg.402]    [Pg.879]    [Pg.171]    [Pg.106]    [Pg.337]    [Pg.567]    [Pg.246]    [Pg.325]    [Pg.437]    [Pg.174]   
See also in sourсe #XX -- [ Pg.345 ]




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Factors affecting the separation and filtration mechanism of geotextiles

Geotextil

Geotextile

Geotextiles

Geotextiles used in separation

Separation geotextile

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