Evolution of strain in structures exposed to artificial loads

G. N. Gusev, R. V. Tsvetkov

Institute of Continuous Media Mechanics Ural Branch, Russian Academy of Sciences, Perm, Russian Federation

Abstract: We analyzed the evolution of the stress-strain state of a group of buildings located above the main sewage collector in Perm. Our study combines the simulation of the structure's strain behavior and the surrounding soil with monitoring data collected over more than fourteen years. We developed and verified FEM models for a group of buildings to predict their strain parameters. We also presented the design, implementation, and application of intelligent monitoring systems at this site. We used such CAE tools as ANSYS and PLAXIS, providing insights into the long-term structural and geotechnical behavior of the area. Our findings contribute to advancing techniques for monitoring and managing the impact of underground infrastructure on urban buildings.

Keywords: intelligent strain monitoring, simulation, artificial loads, depression, uneven structure settlement.

DOI: 10.51790/2712-9942-2024-5-4-03