... Mohr-Coulomb behavior. Similar interfaces were considered between the soil and the ‘geogrid’ elements. The analyses were carried out assuming drained conditions (i.e. effective stresses and dry soil). Geosynthetics Reinforced earth FEM analysis Design methods Seismic analysis Harmonic load...

... al. 2006). 20 12 2005 07 04 2007 20 05 2007 © 2007 Thomas Telford Ltd 2007 Geosynthetics Seismic analysis Numerical modeling Finite difference Retaining walls Segmental face Bridge abutment Reinforcement Earthquake Geosynthetic-reinforced soil block-faced...

... 1997 Industrial Fabrics Association International, 1801 County Road B West, Roseville, Minnesota 55113-4061, USA, Telephone: 1/612-222-2508, Telefax: 1/612-631-9334 1998 Geosynthetic reinforcement Retaining wall Two-Wedge failure mechanism Facing thickness Seismic analysis Technical...

... of reinforced wall structures. 10 2 1998 9 3 1998 17 3 1998 Industrial Fabrics Association International, 1801 County Road B West, Roseville, Minnesota 55113-4061, USA, Telephone: 1/612-222-2508, Telefax: 1/612-631-9334 1998 Seismic analysis Numerical modeling Parametric analysis...

... International, 1801 County Road B West, Roseville, Minnesota 55113-4061, USA, Telephone: 1/612-222-2508, Telefax: 1/612-631-9334 1995 geosynthetics Pseudo-static analysis Segmental retaining walls Geosynthetic reinforcement Seismic analysis Modular block walls Technical Paper by R.J. Bathurst...