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- W1975973851 abstract "Stability failures are often “back-analyzed” in an attempt to estimate the operative shear strength. In fact, back-analysis is commonly believed to be one of the most reliable ways to estimate soil and/or rock strength. However, this paper provides examples to illustrate specific situations in which back-analysis of failures can lead to misinterpretation of strength. Examples from earth and concrete gravity dams are used, and consideration is given to both two- and three-dimensional idealizations. The cases demonstrate that interpreted strength can be in significant error, and in practically all cases the errors are unconservative. Finally, this paper illustrates that back-analysis is reliable only when the model and all assumptions are reasonable and accurate representations of the real system." @default.
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- W1975973851 date "2006-04-01" @default.
- W1975973851 modified "2023-09-25" @default.
- W1975973851 title "Limitations in the Back-Analysis of Strength from Failures" @default.
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- W1975973851 doi "https://doi.org/10.1061/(asce)1090-0241(2006)132:4(532)" @default.
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