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SISTEMA INTEGRAL DE INFORMACIÓN ACADÉMICA - PÚBLICO
Título del libro: From Fundamentals To Applications In Geotechnics Título del capítulo: Recent trends for design of filters in earth and rockfill dams, including geotextiles criteria
The purpose of the filters employed as seepage control measures in earth
structures is to efficiently control the movement of the water in and
out of them. In order to satisfy this objective the filters must (during
the useful life of the project and with a proper maintenance) retain the
protected materials, have a higher permeability than the protected soil
and have sufficient discharge capacity. In this paper, an overview of
the most recent trends for design of granular filters in earth and
rockfill dams is provided. The current methods not only respect the
basic principles of retention and permeability enunciated by Terzaghi
(1922), but additionally suggest guidelines to follow more systematic
and particular purposes for the function of a filter, mainly focusing
attention on the design rules, and also in quality control during
construction. Initially the classical methods for design of granular
filters are briefly reviewed. Subsequently, the procedures of principal
design criteria currently used: USSCS (1994), USACE (2004) and USBR
(2011) are described with the help of flow charts. The applicability of
recent and classical filter design methods for materials of different
earth structures, including the soil categories that consider the
current criteria, is demonstrated by examples. The resulting filter
bandwidths obtained by the diverse methods are compared. The most
important rules for the design of geotextiles used as filters for dams
are also exposed: permeability, retention, porosity and thickness
criteria. Finally, conclusions and recommendations are given.