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Geotextiles in Embankment Dams - Association of State Dam Safety ...

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<strong>Geotextiles</strong> <strong>in</strong> <strong>Embankment</strong> <strong><strong>Dam</strong>s</strong>3.4.4 Re<strong>in</strong>forced slopes<strong>Geotextiles</strong> can be used to improve the stability <strong>of</strong> the embankment slopes by add<strong>in</strong>gtensile re<strong>in</strong>forcement (fig. 3.13). This allows the slopes to be constructed at a steeperangle and can be important where expand<strong>in</strong>g the dam footpr<strong>in</strong>t is not an option(Engemoen, 1993).Figure 3.13.—Illustration <strong>of</strong> an embankment whose slopes have been steepened by<strong>in</strong>corporat<strong>in</strong>g geotextile layers <strong>in</strong>to the soil as slope re<strong>in</strong>forcement.3.5 Surface stabilization<strong>Geotextiles</strong> have been effectively used with armor systems for wave erosion andscour protection associated with dams.3.5.1 Rock riprap or manufactured concrete block<strong>Geotextiles</strong> have been successfully used as bedd<strong>in</strong>g when placed on the upstreamslope <strong>of</strong> dams to prevent f<strong>in</strong>es from migrat<strong>in</strong>g through the armor system (fig. 3.14).Similarly geotextiles have been used as a bedd<strong>in</strong>g with armor protection for still<strong>in</strong>gbas<strong>in</strong>s, plunge pools and outlet works channels.68

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