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- W3176163802 abstract "The statement and solution of problems on the interaction of incompressible barrette with the soil massif as part of a pile-raft foundation are considered, taking into account the barrette steps, diameters, the embedded length, as well as nonlinear soil behaviors by analytical and numerical methods using Plaxis-3d. It is shown that these parameters have a significant effect on the stress-strain state (SSS) of the soil massif interacting with the barrette-raft system. By taking the approach above engineers entirely manage to gain formulas so that to determine the SSS in incompressible barrette, as well as to assess the settlement of this system. For the sake of achieving the solution to problem above, the behaviors of the barrette-raft system, the soil massif are assumed to be elastic." @default.
- W3176163802 created "2021-07-05" @default.
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- W3176163802 date "2021-06-01" @default.
- W3176163802 modified "2023-09-27" @default.
- W3176163802 title "Stress-strain state in soil massif when interacting with incompressible barrette and raft" @default.
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- W3176163802 doi "https://doi.org/10.1088/1742-6596/1928/1/012005" @default.
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