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• W2077337112 abstract "During the twentieth century, several methods to assess the stability of slopes during earthquakes were developed. Pseudostatic analysis was the earliest method; it involved simply adding a permanent body force representing the earthquake shaking to a static limit-equilibrium analysis. Stress-deformation analysis, a later development, involved much more complex modeling of slopes using a mesh in which the internal stresses and strains within elements are computed based on the applied external loads, including gravity and seismic loads. Stress-deformation analysis provided the most realistic model of slope behavior, but it is very complex and requires a high density of high-quality soil-property data as well as an accurate model of soil behavior. In 1965, Newmark developed a method that effectively bridges the gap between these two types of analysis. His sliding-block model is easy to apply and provides a useful index of co-seismic slope performance. Subsequent modifications to sliding-block analysis have made it applicable to a wider range of landslide types. Sliding-block analysis provides perhaps the greatest utility of all the types of analysis. It is far easier to apply than stress-deformation analysis, and it yields much more useful information than does pseudostatic analysis." @default.
• W2077337112 created "2016-06-24" @default.
• W2077337112 creator A5022852601 @default.
• W2077337112 date "2011-09-01" @default.
• W2077337112 modified "2023-10-16" @default.
• W2077337112 title "Methods for assessing the stability of slopes during earthquakes—A retrospective" @default.
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• W2077337112 doi "https://doi.org/10.1016/j.enggeo.2010.09.017" @default.
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