MATEC Web Conf.
Volume 265, 2019International Geotechnical Symposium “Geotechnical Construction of Civil Engineering & Transport Structures of the Asian-Pacific Region” (GCCETS 2018)
|Number of page(s)||9|
|Section||Foundations and Underground Structures|
|Published online||30 January 2019|
Thin-walled shell foundations
Industrial University of Tyumen, 38, Volodarskogo str., Tyumen, Russia, 625000
2 Tyumen Branch of Khristianovich Institute of Theoretical and Applied Mechanics of SB RAS, 74, Taimirskay str., Tyumen, Russia, 625000
3 Tyumen State University, 6, Volodarskogo str., Tyumen, Russia, 625003
* Corresponding author: firstname.lastname@example.org
The article presents a study of the interaction of strip foundations of multistorey apartment houses united by flat cylindrical shells with a ground base. The foundation of a 17-storey residential building has been taken as an example. The ground base consists of strong upper and highly compressible underlying layers. The use of traditional foundations under the specified conditions is hardly possible. The calculation scheme of the building and the stages of the ground foundation work are represented. Also, the researchers share the results of geotechnical monitoring in the construction process including observations of settlings at 25 points with an accuracy of 0.1 mm and measurement of layer-by-layer deformations of the ground base under the building to a depth of 10 meters from the surface. The diagrams demonstrate the actual settlement of the building with increasing load and layer-by-layer deformations of the ground base in depth are presented.
© 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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