In filtration processes, the action of protective filters involves two well-known interrelated aspects: to selectively retain the particles transported by water flow and to facilitate stabilization of soil, by creating a stable natural filter at the soil-filter interface. The paper analyses the distinct approach that should be adopted in the design concept of geotextile protective filters applicable to cohesive and non-cohesive soils. Accepting that the soil structure and grading are the determining factors in the formation of a natural filter at the soil-filter interface, the conditions offered by cohesive soils seem even less favourable than those offered by non-cohesive soils. Laboratory tests, as well as the tests carried out on physical models, have revealed that the filtering capability of geotextile filters on clayey soils improves when a thin layer of granular material is applied in the contact area. In addition to the increased operational advantages obtained in the filtering process, this procedure ensures protection of geotextile filters against clogging during the construction stage.
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