1. 2D and 3D numerical simulation of centrifuge test on a soil-nailed wall under sequential cyclic loadings
- Author
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Moradi, Mohammad and Jalili, Javad
- Abstract
Previous studies have primarily investigated the seismic behavior of nailed and anchored walls under only a single seismic excitation. This study aims to prepare a precise numerical model, being capable of accurately simulating a fully instrumented 50g centrifuge test on a soil-nailed wall in medium-dense sand subjected to three sequential cyclic loadings. Both two-dimensional and three-dimensional analyses were performed, and the results were compared to assess the impact of neglecting the third dimension. The results of the numerical simulations, i.e., wall deformation, ground settlement, soil acceleration, and failure pattern of the excavation wall, compared well with those observed in the previously conducted centrifuge test. Additionally, a sensitivity analysis of the soil constitutive model was conducted to evaluate the influence of the model parameters on simulation results. The simulations showed, firstly that soil acceleration in a free field area, away from the excavation wall, matched the recordings from the centrifuge tests with a higher degree of accuracy, compared to observations in the area adjacent to the wall that included soil–nail-wall interactions. Secondly, examination of the model's plastic points during cyclic loadings indicated that failure was initiated around the nails, leading to the slide of the nails through the soil. The results of this study confirmed that a three-dimensional numerical model, given the actual position of the nails in all directions, and benefiting from proper soil constitutive model and structural elements for nails, can predict deformations of an excavation in a seismic event relatively satisfactorily.
- Published
- 2024
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