The comparison of Mohr-Coulomb model and hardening soil model in the software package Plaxis
During construction in the conditions of the existing historical buildings, one of the main tasks is to reduce the impact on the buildings located near the construction site. Currently, different software systems are used to solve complex geotechnical problems in most cases. Plaxis is one of the most widely used software complexes for creating complex soil models. This article considers the problem of choice a soil model for geotechnical calculations. In particular, it produced an analytical comparison of elastoplastic soil Mohr-Coulomb model and most complex Hardening Soil model, offered in the program Plaxis complex. Also in the article are given all the input parameters used for these soil models. Accumulation of data on the successful use of these soil models can help in modeling new tasks.