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- W1995988615 abstract "Based on the dynamic, material non-linear and geometric non-linear features in soilmachine interaction, an algorithm for finite element analyses of problems in a soil-machine system was derived. Computation results of 2-D plane strain analyses by the algorithm were compared with the experimental data obtained from triaxial tests at two different axial strain rates, each under four different confining pressures. At the strain rates of 0.00019 s−1 and 0.113 s−1, the average R2 for the cases of different confining pressures are 0.76 and 0.87, respectively." @default.
- W1995988615 created "2016-06-24" @default.
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- W1995988615 date "1995-08-01" @default.
- W1995988615 modified "2023-09-27" @default.
- W1995988615 title "Investigation of an algorithm for non-linear and dynamic problems in soil-machine systems" @default.
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- W1995988615 doi "https://doi.org/10.1016/0168-1699(95)00014-u" @default.
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