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- W2316390037 abstract "The present paper makes the important part of a series of study on the earthquake-proof design method and the examination method for aseismicity of slopes and earth structures. The failure case and the adjoining non-failure case of embankments and slopes under the actual earthquakes are inversely analized. As a result, the distributions of the seismic coefficient κ which can significantly distinguish the failure and the non-failure cases in the statistical meaning are obtained. In addition, the attenuation equations are investigated by the regression analyses of the measured maximum ground accleration α and the (κ-α) relationships for design and examination are proposed. The methodology to judge the degree of safety under earthquake is also shown." @default.
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- W2316390037 date "1984-12-20" @default.
- W2316390037 modified "2023-09-23" @default.
- W2316390037 title "STUDY ON ASEISMICITY EVALUATION OF SLOPES AND EARTH STRUCTURES" @default.
- W2316390037 cites W2329055350 @default.
- W2316390037 doi "https://doi.org/10.2208/jscej.1984.352_139" @default.
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