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- W604639093 abstract "To different methods to study the strength and deformational behavior of a soft soil reinforced with stone columns using the finite element method are presented. In the first one, the soft soil reinforced with stone columns is treated as a composite material, with a unique group of parameters defining its behavior. In the second method, the stone columns are modeled individually in a 2-D mesh, with its own parameters, different from the ones corresponding to the soft soil. With the aim of checking the validity of the methods presented, the numerical results have been compared with the data obtained in a real case." @default.
- W604639093 created "2016-06-24" @default.
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- W604639093 date "1999-01-01" @default.
- W604639093 modified "2023-09-26" @default.
- W604639093 title "MODELITATION OF THE SETTLEMENTS OF AN EMBANKMENT ON A SOFT SOIL REINFORCED WITH STONE COLUMNS" @default.
- W604639093 hasPublicationYear "1999" @default.
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