The Investigation of the Limits of Local Loading on Half Spaces

The Investigation of the Limits of Local Loading on Half Spaces

Authors

  • Gevorg Ter-Petrosyan Nationаl University of Architecture and Construction of Armenia

DOI:

https://doi.org/10.54338/18294200-2024.2-15

Keywords:

stress, strain, hardening, boundary, base, foundation, variation

Abstract

To take into account the phenomena observed in soft soil foundations caused by pressure changes, the concept of material hardening is introduced, which is achieved by the material under certain stress conditions. With this formulation, the problems are significantly nonlinear, but in certain important cases, linearization becomes possible. Due to linearization, it becomes possible to use the advantages of solutions to problems of the theory of linear elasticity. In this work, we tried to obtain practical empirical formulas using digital solutions, which can be used to solve practical issues.

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Author Biography

Gevorg Ter-Petrosyan, Nationаl University of Architecture and Construction of Armenia

Doctor of philosophy (Ph.D) in engineering. (PA, Yerevan) – NUACA, department of MCMF

Published

2024-10-14

How to Cite

Ter-Petrosyan, G. (2024). The Investigation of the Limits of Local Loading on Half Spaces. Scientific Papers of National University of Architecture and Construction of Armenia, 89(2), 128–137. https://doi.org/10.54338/18294200-2024.2-15

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