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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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Geraldo Vanzolini Moretti, João Alexandre Paschoalin Filho, David de Carvalho, António Viana da Fonseca
Pág. 457 - 462
Time-enhanced strength increase of alluvial clay mixed with different cement dosages is provided. After clay collection, water was added to the soft clay samples until the moisture rate reached its liquid limit. Doses 200, 400 and 600 kg m-³ were used fo...
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