Plaxis 3d Foundation 2.2 178 ((TOP))

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Soft soils are soils with a soft consistency, more easily damaged. A series of test were carried out with pallets and, in order to verify if the raft is the most adequate soil with respect to the soft, permeable, and fragile nature. It was found that the raft is more robust and strong than shallow matrix soils in terms of pore water pressure. Fitting tests were carried out from a numerical point of view, with a reference marked by numbers of reference to the variables studied by Rodrguez-Rincn et al. (2020) obtaining a good fit. In order to validate the pore pressure drawdown as a function of time, a numerical model of the pile raft was developed and validated. The next step was to determine the pile resistance, by means of the pile load tests carried out in the centrifuge method. In the pile load tests, the loads applied to the pile foundation were carried out, observing that the piles resisted under the desired load, resulting in maximum resistance values with high reliability. After the validation of the model, the different soil compaction test were carried out to obtain the properties of the soil mixture for this type of foundation. The numerical model allowed to reproduce the foundation behavior with good agreement due to the applied loads and the age index used, and to obtain additional results, such as the pore pressure drawdown that simulates the real conditions in which the foundation is located. d2c66b5586