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• W2246609153 abstract "Several methods to assess the stability of slopes during earthquakes were developed during the twentieth century. Pseudostatic analysis was the first method; this involves simply adding a permanent body force representing the earthquake shaking to a static limit equilibrium analysis. Stress-deformation analysis, a later development, involves much more complex modeling of slopes. It uses 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 provides the most realistic model of slope behavior, but 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 coseismic slope performance. Subsequent modifications to sliding-block analysis have made it applicable to a wider range of landslide types. It is far easier to apply than stress-deformation analysis and yields much more useful information than pseudostatic analysis." @default.
• W2246609153 created "2016-06-24" @default.
• W2246609153 creator A5022852601 @default.
• W2246609153 date "2012-08-23" @default.
• W2246609153 modified "2023-09-23" @default.
• W2246609153 title "Models of the triggering of landslides during earthquakes" @default.
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• W2246609153 doi "https://doi.org/10.1017/cbo9780511740367.018" @default.
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