..., dry slopes anchored with stainless wires behaved as a wedge sliding, whereas a circular failure mode was observed in slopes subjected to seepage. On the other hand, the failure of the slope reinforced with nails was similar to a coherent block sliding. Limit equilibrium analysis was also employed...

... 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...

... soil structures are suggested. geosynthetics Geosynthetic-reinforced wall/slope Limit equilibrium analysis Limit equilibrium state Parametric analysis Failure mechanisms Technical Paper by D.R. Shiwakoti, T.B.S. Pradhan and D. Leshchinsky PERFORMANCE OF GEOSYNTHETIC-REINFORCED SOIL...

..., based on limit equilibrium analysis, that considers the various aspects of stability of reinforced soil structures including the stabilizing effects of facing blocks. Possible instabilities due to tied-back failure, compound failure, direct sliding, and overturning are considered. The design procedure...