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Global stabilization of embankments on soft clayey ground, reinforced by synthetic materials at the base

, : Global stabilization of embankments on soft clayey ground, reinforced by synthetic materials at the base. Geotecnia 80(Pages 43-57

The theoretical aspects that supports a computer program of global stability of geosynthetic reinforced embankments on soft soils are described. This program, based on limit equilibrium assumptions, uses the results of application of a two-dimensional numerical model (finite element method). The application results of this program on a reinforced and unreinforced embankment on soft soils are also presented and compared.


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