The effect of the pile and the soil environment modeling method on the distribution of forces in the pile foundation and its deformation was studied and analyzed. Based on the obtained results, the difference in the distribution of forces in piles and the difference in the settlement of the pile foundation was demonstrated.  A comparison is drawn between the models, in which elements of the scheme such as "base" and "foundation" were made using different methods. The zones where the peak forces are the largest and the smallest were marked. The structural scheme and geological conditions are based on the existing project, as well as engineering and geological investigations. The finite element model of the building consists of a base, underground, and above-ground structures. A linear-elastic model with the following soil parameters was used to simulate the work of the base: E – modulus of elasticity; V – Poisson's ratio; as well as the elastoplastic Mohr-Coulomb model, in which the soil is defined by the following parameters: E – modulus of elasticity; V– Poisson's ratio; c – cohesion; φ is the friction angle. The calculation was performed with the help of the LIRA-SAPR 2017 software complex. In order to improve the accuracy of the calculation of the results, the identification of the parameters of the base was carried out, where the results of in-situ test piles for static indentation were used as the initial data. The soil parameters, which were obtained in the result of identification, were applied to the model of the soil environment in the calculation scheme. As a result, it is possible to assess the influence of the identification parameters on the change in the stress-strained state (SSS) of the foundation structures as well as compare the forces values in piles and the deformation of the foundation before and after the identification. With the development of technologies and software complexes, the number and variability of calculation methods were increasing, as well as the variety of calculation models. Each calculation model is unique and created with a certain goal – to make the calculation results closer to the real work of foundation structures. It is necessary to make the most effective and rational modeling method to achieve the goals set, as well as to obtain a quick and accurate result.

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The studies of technoecology problems in the field of brewing established the need to predict the condition of equipment, the quality of semi-finished products, as well as the creation of algorithms for extracting and processing information on quality indicators. The necessity of developing new effective methods for monitoring brewing equipment, semi-finished products, finished products and the state of stock water samples has been proved. Thanks to this, it will become possible to determine the reasons for the deviation of the product characteristics from the set quality indicators and to take measures for appropriate adjustment. Experimental studies have confirmed that, thanks to the allocation of important informative parameters, it becomes possible to increase the overall component of the reliability of control.This leads to an increase in the quality of the finished product. In particular, it was found that due to the hardware techniques associated with heating the sample during the control process and compensating for the influence of the parasitic magnetic flux, it becomes possible to carry out joint control of quantitative parameters that are related to the physicomechanical properties of equipment parts, assemblies and designs of the beer column. The latter, in particular, relates to the implementation of joint control of the geometric, electrical and temperature parameters of parts of brewing equipment.Thus, there is reason to argue about the prospects of further research in the creation of automated computer systems for monitoring the electrical and temperature characteristics of semi-finished brewing products when implementing new informative methods.