Numerical Analysis of Settling of Foundations of Heightened Buildings by the Modulus-Free Method
- 作者: Utenov E.S1, Zhusupbekov A.Z.2, Abdrakhmanova K.A.1, Tanyrbergenova G.K.2, Mukhamedzhanova A.T.1
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隶属关系:
- Karaganda State Technical University
- Gumilev Eurasian National University
- 期: 卷 56, 编号 4 (2019)
- 页面: 239-245
- 栏目: Soil Mechanics
- URL: https://journal-vniispk.ru/0038-0741/article/view/244246
- DOI: https://doi.org/10.1007/s11204-019-09597-4
- ID: 244246
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详细
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.
作者简介
E. Utenov
Karaganda State Technical University
Email: tanyrbergen_guldy@mail.ru
哈萨克斯坦, Karaganda
A. Zhusupbekov
Gumilev Eurasian National University
Email: tanyrbergen_guldy@mail.ru
哈萨克斯坦, Astana
K. Abdrakhmanova
Karaganda State Technical University
Email: tanyrbergen_guldy@mail.ru
哈萨克斯坦, Karaganda
G. Tanyrbergenova
Gumilev Eurasian National University
编辑信件的主要联系方式.
Email: tanyrbergen_guldy@mail.ru
哈萨克斯坦, Astana
A. Mukhamedzhanova
Karaganda State Technical University
Email: tanyrbergen_guldy@mail.ru
哈萨克斯坦, Karaganda
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