| Issue |
E3S Web Conf.
Volume 91, 2019
Topical Problems of Architecture, Civil Engineering and Environmental Economics (TPACEE 2018)
|
|
|---|---|---|
| Article Number | 07003 | |
| Number of page(s) | 7 | |
| Section | Environmental Engineering | |
| DOI | https://doi.org/10.1051/e3sconf/20199107003 | |
| Published online | 02 April 2019 | |
Increasing accuracy and reliability of ground base settlement calculation
1 Novosibirsk State University of Architecture and Civil Engineering (SIBSTRIN), Turgeneva str., 159, 630008, Novosibirsk, Russia
2 Siberian State University of Geosystems and Technologies, Plakhotnogo str., 10, 630000, Novosibirsk, Russia
* Corresponding author: michmacha@mail.ru
The article presents the sequence of soil foundations for deformations calculation, taking into account their deformation anisotropy. The calculations were made by the finite element method using the experiment and its mathematical planning. It was found that one can use the numerical experiment results (coefficients tables of soil anisotropy) and calculate soil base sediment and layers of different thickness, using any of the existing methods after determining the index of the soil deformation anisotropy and authenticity, thereby increase their accuracy and reliability.
© The Authors, published by EDP Sciences, 2019
This is an Open Access article distributed under the terms of the Creative Commons Attribution License 4.0 (http://creativecommons.org/licenses/by/4.0/), which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.
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