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- W753529868 abstract "This study presents an analytical method of estimating seismic-induced permanent displacement of GRS-RW(Geosynthetic Reinforced Soil Retaining Wall) system adapted to the case of distanced surcharge. This study was based on a combination of the pseudo-static limit equilibrium (Ling, Leshchinsky & Pewy, 1997) and a 'two part wedge mechanism'(Romstad et al., 1978) for determining both the yield acceleration and the resulting permanent displacement of the facing wall under seismic excitation. The proposed method of analysis takes into account horizontal distance from the back face of wall to uniformly distributed surcharge loadings, both horizontal and vertical inertia force due to the surcharge loadings and facing walls. A series of parametric studies were conducted on GRS-RW System, investigating the effects of input parameters on the magnitude of permanent displacement. The yield seismic coefficient for sliding mode has greater value compared to that of overturning mode. The higher the frequency of excitation, horizontal distance Iron the back face of wall to uniformly distributed surcharge loadings, length of reinforcement, and the internal friction angle of backfill soil, the smaller the permanent displacement of the facing wall is. Low duration of excitation and value becomes the smaller the permanent displacement of the facing wall. The effect of values were most distinct factor in proposed procedures." @default.
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- W753529868 date "2000-01-01" @default.
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- W753529868 title "A Prediction of the Seismic-induced Permanent Displacement of GRS-RW System" @default.
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