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dc.contributor.author | Aldungarova, A. | |
dc.contributor.author | Zhussupbekov, A.Zh. | |
dc.contributor.author | Abisheva, A. | |
dc.date.accessioned | 2023-06-01T08:18:16Z | |
dc.date.available | 2023-06-01T08:18:16Z | |
dc.date.issued | 2020 | |
dc.identifier.issn | 2616-7263 | |
dc.identifier.uri | http://rep.enu.kz/handle/enu/1342 | |
dc.description.abstract | Today, modern technologies effectively carry out work on predicting the stability of structures, determine the optimal solution and choose methods to eliminate the predicted negative impacts on the operation of building structures. The choice of the most optimal one depends on specific tasks. For example, a solid foundation is responsible for the safe operation of the entire building. Accordingly, the structure must be particularly strong and durable. Nevertheless, there are cases when the foundation is weakened and deformed under construction structures, especially those erected a very long time ago. The emergency state and destruction of objects with all the sad accompanying consequences, that is, tragedies with fatal outcomes, which lead to significant damage to the economy of the Republic of Kazakhstan as a whole. It is necessary at the very beginning of planning all stages of work to pay special attention to design, taking into account all deformations of the foundation of the foundations. In general, if we correctly position the correct distribution of the stages of construction of new structures using innovative methods of strengthening, a preliminary analysis of their stability, then in aggregate, after a period of time, we will come to the correct approach to solving this problem. The use of innovative methods for predicting support systems is of particular importance, since the safety of the entire structure depends on the correct and timely implementation of measures. The paper describes the observation for the behavior of soil dams, located on undermined territories, base is exposed to According to the results of observations plotted graphs «Deformations-Settlement». | ru |
dc.language.iso | en | ru |
dc.publisher | L.N.Gumilyov Eurasian National University | ru |
dc.subject | stability | ru |
dc.subject | foundations | ru |
dc.subject | numerical methods | ru |
dc.title | Influence of deformations of foundations on the stability of building structures | ru |
dc.type | Article | ru |