Publication year: 2011 Source: Computers and Geotechnics, Volume 38, Issue 7, November 2011, Pages 883-896 José Leitão Borges, Daniela Oliveira Marques Using a computer code based on the finite element method, a study is conducted to analyse the time-dependent behaviour of a geosynthetic-reinforced and jet grout column-supported embankment on soft soils, as well as the influence of three factors: the embankment height, the elastic modulus of column and the column spacing. The cylindrical unit cell formulation is used.
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Geosynthetic-reinforced and jet grout column-supported embankments on soft soils: Numerical analysis and parametric study