The Investigation of the Limits of Local Loading on Half Spaces
DOI:
https://doi.org/10.54338/18294200-2024.2-15Keywords:
stress, strain, hardening, boundary, base, foundation, variationAbstract
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.
Downloads
Download data is not yet available.
Downloads
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
Issue
Section
Articles
License
Copyright (c) 2024 Геворг Тер-Петросян
This work is licensed under a Creative Commons Attribution-NonCommercial 4.0 International License.