Article ID Journal Published Year Pages File Type
5028484 Procedia Engineering 2017 6 Pages PDF
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.
Related Topics
Physical Sciences and Engineering Engineering Engineering (General)
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