Article ID | Journal | Published Year | Pages | File Type |
---|---|---|---|---|
5028484 | Procedia Engineering | 2017 | 6 Pages |
Abstract
On the second step, we simulated the experimental field, which settlement data has being collected more than 23 years. During this period, peat settlement was 1.4-4 m, depending on the thickness of the sand embankment. Input parameters λ*, μ* from the oedometer test were used. The comparison showed the low level of convergence of the settlement-in-time plots with the field data, so the model parameters calibration was required. The correction factors were to be added to the parameters λ* and μ* calculated by the results of oedometer tests.
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Authors
Dmitry A. Tyurin, Alexander L. Nevzorov,