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- W2017188519 abstract "Two finite element formulations involving use of linear and cubic approximating models for solution of one-dimensional deformations in porous elastic soil media are compared. Such factors as accuracy, stability, and computational effort that affect the selection of a solution scheme for practical applications are examined. The most suitable scheme is used for analysis of consolidation phenomenon in multilayered soil systems. Comparisons are obtained between the numerical solutions, laboratory experiments, and closed form solutions." @default.
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- W2017188519 modified "2023-10-16" @default.
- W2017188519 title "Evaluation of two finite element formulations for one-dimensional consolidation" @default.
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- W2017188519 doi "https://doi.org/10.1016/0045-7949(72)90002-8" @default.
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