2022
DOI: 10.32347/0475-1132.45.2022.9-21
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Use of 2D and 3D modeling to assess the stress-strain state of retaining walls of complex configurations

Abstract: A comparison of the calculation results of the foundation pit enclosure made of flexible retaining walls is presented. Calculations were performed by the method of numerical modeling using Plaxis PC software, which is based on the finite element method. This task was implemented in three-dimensional (3D) and flat (2D) formulations of the problem, which provides more opportunities for a comprehensive assessment of the stress-strain state (SSS) of the elements of the "soil massif - anti-landslide structures" sys… Show more

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