Numerical Analysis of Settling of Foundations of Heightened Buildings by the Modulus-Free Method
- Авторлар: Utenov E.S1, Zhusupbekov A.Z.2, Abdrakhmanova K.A.1, Tanyrbergenova G.K.2, Mukhamedzhanova A.T.1
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Мекемелер:
- Karaganda State Technical University
- Gumilev Eurasian National University
- Шығарылым: Том 56, № 4 (2019)
- Беттер: 239-245
- Бөлім: Soil Mechanics
- URL: https://journal-vniispk.ru/0038-0741/article/view/244246
- DOI: https://doi.org/10.1007/s11204-019-09597-4
- ID: 244246
Дәйексөз келтіру
Аннотация
We analyze the existing methods aimed at the evaluation of settlements of the buildings and structures and propose a modulus-free method for the evaluation of settlements of the foundations, which enables us to take into account local variations of the compressibility and stressed sate of the soils of foundations caused by the natural and anthropogenic factors. The application of the proposed procedure for the evaluation of additional settlements of the foundations of heightened buildings revealed its acceptable reliability confirmed by the results of theoretical and experimental investigations.
Авторлар туралы
E. Utenov
Karaganda State Technical University
Email: tanyrbergen_guldy@mail.ru
Қазақстан, Karaganda
A. Zhusupbekov
Gumilev Eurasian National University
Email: tanyrbergen_guldy@mail.ru
Қазақстан, Astana
K. Abdrakhmanova
Karaganda State Technical University
Email: tanyrbergen_guldy@mail.ru
Қазақстан, Karaganda
G. Tanyrbergenova
Gumilev Eurasian National University
Хат алмасуға жауапты Автор.
Email: tanyrbergen_guldy@mail.ru
Қазақстан, Astana
A. Mukhamedzhanova
Karaganda State Technical University
Email: tanyrbergen_guldy@mail.ru
Қазақстан, Karaganda
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