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João Alexandre Paschoalin Filho, Geraldo Vanzolini Moretti, Carlos Vinícius dos Santos Benjamim, Atilio de Oliveira Moretti
Pág. 661 - 668
This paper presented a study on the behavior of an embankment, 5.0 m high, reinforced with geogrids, and constructed over a soft soil 7.0 m thick. In order to determine the design strength (Td) of the reinforcement, it was carried out a limit equilibriu...
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