Determination of stresses around a cylindrical single pile caused by horizontal movements of soils with the finitive element method
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![Fig. 4.11 - Plastic points for a model without interface and constant displacement in both boundaries of 0, 4, 10 and 20 [cm]](https://thumb-eu.123doks.com/thumbv2/123dok_br/16132303.1109531/60.892.149.694.661.958/fig-plastic-points-model-interface-constant-displacement-boundaries.webp)
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