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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>dam. Designers are cautioned to evaluate the consequences <strong>of</strong> failure dur<strong>in</strong>g thedesign process and decide if the risks are worth tak<strong>in</strong>g.There are numerous factors that can lead to performance problems with geotextile<strong>in</strong>stallations. The performance problems are related to one <strong>of</strong> the follow<strong>in</strong>g generalmechanisms:• Excessive clogg<strong>in</strong>g or pip<strong>in</strong>g• Stress <strong>in</strong>duced distortion• Environmental degradation• Slope <strong>in</strong>stability• RuptureThe performance problems can be caused by improper design, poor <strong>in</strong>stallation, post<strong>in</strong>stallation damage, or degradation.4.1 Excessive clogg<strong>in</strong>g or pip<strong>in</strong>gClogg<strong>in</strong>g occurs when particles fill the void space <strong>of</strong> a geotextile and reduce itshydraulic conductivity. A reduction <strong>in</strong> permeability and permittivity occurs <strong>in</strong>proportion to the amount <strong>of</strong> void space that becomes clogged with foreign material.The clogg<strong>in</strong>g can be caused by fill<strong>in</strong>g the voids with soil, with biologicalmicroorganisms and their byproducts, or with <strong>in</strong>organic chemical precipitates. Somedegree <strong>of</strong> clogg<strong>in</strong>g always occurs with a geotextile. If a large amount <strong>of</strong> the poreswith<strong>in</strong> the geotextile become clogged, the geotextile is likely to fail to adequatelyperform its <strong>in</strong>tended filtration and dra<strong>in</strong>age functions. Such a material which can nolonger effectively perform its <strong>in</strong>tended filtration and dra<strong>in</strong>age function is described asbe<strong>in</strong>g excessively clogged. Excessive clogg<strong>in</strong>g can not be allowed to occur.A related problem, referred to as “bl<strong>in</strong>d<strong>in</strong>g” occurs when f<strong>in</strong>e-sized particlesaccumulate on the surface <strong>of</strong> the geotextile. The problem <strong>of</strong> bl<strong>in</strong>d<strong>in</strong>g <strong>of</strong>tenorig<strong>in</strong>ates where a geotextile is not placed <strong>in</strong> direct contact with the soil to befiltered. The void spaces between the soil and the geotextile become filled with f<strong>in</strong>eparticles hav<strong>in</strong>g a lower permeability than the base soil or the geotextile. Bl<strong>in</strong>d<strong>in</strong>gcan be considered a form <strong>of</strong> clogg<strong>in</strong>g where the blockage is at the surface <strong>of</strong> thegeotextile rather than with<strong>in</strong> it. Many authors <strong>in</strong> the field <strong>of</strong> geotextiles make nodist<strong>in</strong>ction between clogg<strong>in</strong>g and bl<strong>in</strong>d<strong>in</strong>g and use the term clogg<strong>in</strong>g to imply eithermechanism.72

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