| Issue |
E3S Web Conf.
Volume 168, 2020
II International Conference Essays of Mining Science and Practice
|
|
|---|---|---|
| Article Number | 00024 | |
| Number of page(s) | 7 | |
| DOI | https://doi.org/10.1051/e3sconf/202016800024 | |
| Published online | 06 May 2020 | |
Geotechnical analysis of optimal parameters for foundations interacting with loess area
Dnipro National University of Railway Transport named after Academician V. Lazaryan, 49010, Dnipro, Lazaryan Str., 2, Ukraine
* Corresponding author: alexeytutkin@gmail.com
The article highlights results of the geotechnical analysis of the stress and strain state for the base of a subsoil massif under its interaction with the strip foundations. The massif is represented by loess soils which while soaking give overtime subsidences that complicate the operation of a building or a structure. Through geotechnical iterative research, optimization of the parameters for strip foundations on four axes at a four-storeyed residential building is carried out. Checks are performed on two groups of limiting states for scenarios of soil occurrence in natural, moistened and compacted states. The optimum dimensions in the width of strip foundations are selected, they give approximately the same strain values of the base after the creation of the soil bedding with its layer-bylayer compaction. The relevance of this research is to develop optimal parameters in the design of strip foundations for shallow depth on subsidental loess soils.
© The Authors, published by EDP Sciences, 2020
This is an Open Access article distributed under the terms of the Creative Commons Attribution License 4.0, which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.
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