... 2012 © 2013 Thomas Telford Ltd 2013 Geosynthetics Reinforced slope Shaking table test Vertical acceleration response Pseudo-static analysis A plane-strain model reinforced slope with a height (H_{t) of 480 mm and a slope angle of α = 60° (to the horizontal}...

... table test Pseudo-static analysis The benefit of using geosynthetic-reinforced soil structures to increase seismic stability and/or reduce seismic displacement has been demonstrated using shaking table tests (Murata et al. 1994 ; Matsuo et al. 1998 ; El-Emam and Bathurst...

... Failure Geosynthetic-reinforced modular block wall Pseudo-static analysis Seismic displacement Seismic stability At sites 1 and 2, two 3.2-m-high GRS-MB retaining walls collapsed in similar modes. Typical collapsed and greatly deformed sections of the damaged walls at sites 1 and 2 are shown...

... and the effects of post-peak reduction of shear resistance along the failure plane are also discussed. KEYWORDS: Retaining wall, Model test, Shaking table, Tilt table, Pseudo-Static analysis, Limit equilibrium analysis, Geosynthetic, Earthquake load. AUTHORS: J. Koseki, Associate Professor, Y. Munaf, Graduate...

... 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...