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- W2896740624 abstract "This study decomposes the discretization error in the random finite element method into finite element and random field discretization errors. Two numerical problems are considered: a soil column and a retaining wall with spatially variable undrained shear strength. It is observed that these two errors tend to accumulate if the spatial averaging (SA) method is adopted for discretization, whereas the two errors may not accumulate if the midpoint (MP) method is adopted. Therefore, MP may outperform SA. Suggestions for mesh sizes are provided, but these suggestions may be restricted to these two numerical problems." @default.
- W2896740624 created "2018-10-26" @default.
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- W2896740624 date "2019-01-01" @default.
- W2896740624 modified "2023-09-26" @default.
- W2896740624 title "Discretization error in the random finite element method for spatially variable undrained shear strength" @default.
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- W2896740624 doi "https://doi.org/10.1016/j.compgeo.2018.10.001" @default.
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