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- W2021008413 abstract "The discrepancy between calculated consolidation settlements and measured settlements under a 3.8 m high section of an earth embankment is investigated in this paper. A conventional one-dimensional analysis underestimated the observed settlement by 40%. A two-dimensional finite-element analysis was carried out to assess the effects of lateral spreading on vertical movements, and the results were in close agreement with the measured values. Key words : case history, consolidation, finite element analysis, settlement." @default.
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- W2021008413 title "The influence of lateral spreading on settlements beneath a fill" @default.
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- W2021008413 doi "https://doi.org/10.1139/t94-020" @default.
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