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- W2062005564 abstract "The Noto Hanto Earthquake in 2007 caused large-scale landslide of 11 embankments in NOTO YURYO road, especially the embankment on inclined ground. In order to clarify the cause of the large-scale landslide of embankment, the laboratory tests on the embankment material, the weathering tuff and the seismic response analysis of the embankment on inclined and horizontal grounds by the static/dynamic soil-water coupled finite deformation analysis code, GEOASIA. The essential results and conclusions are follows; 1) The unconfined strength dramatically decreases by absorbing water beyond the optimum water content. 2) The landslide of the embankment on inclined ground is caused by migration of porewater during/after the earthquake. The soil element of landslide swells both elastically and plastically with structure upgradation and loss of over-consolidation after the earthquake. 3)The embankment on the horizontal ground does not slide but move a little. The soil element did not swell but consolidate after the earthquake due to the generation of the positive porewater pressure in the center of the embankment during the earthquake." @default.
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- W2062005564 date "2010-05-14" @default.
- W2062005564 modified "2023-09-22" @default.
- W2062005564 title "Soil-Water Coupled Finite Deformation Analysis of Seismic Deformation and Failure of Embankment on Horizontal and Inclined Ground" @default.
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- W2062005564 doi "https://doi.org/10.1061/41102(375)16" @default.
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