Please use this identifier to cite or link to this item: http://eadnurt.diit.edu.ua/jspui/handle/123456789/11650
Title: Nonuniform Stress State of a Hoisting Shaft Lining as a Result of Disturbance of the Ground Freezing Technology
Authors: Tiutkin, Oleksii L.
Miroshnyk, Vitalii
Radkevych, Anatolii V.
Alkhdour, Ahmad M.
Keywords: lifting shaft lining
soil freezing technology
nonuniform stress state
КМТ
Issue Date: 2019
Publisher: EDP Sciences
Citation: Nonuniform Stress State of a Hoisting Shaft Lining as a Result of Disturbance of the Ground Freezing Technology [Electronic resource] / Oleksii Tiutkin, Vitalii Miroshnyk, Anatolii Radkevych, Ahmad Alkhdour // E3S Web of Conferences. – 2019. – Vol. 109 : International Conference Essays of Mining Science and Practice, RMGET 2019, Dnipro, Ukraine, 25 June 2019 – 27 June 2019. – Access Mode: https://www.e3s-conferences.org/articles/e3sconf/pdf/2019/35/e3sconf_rmget18_00099.pdf (13.08.2019). – Title from the screen. – DOI: 10.1051/e3sconf/201910900099.
Abstract: EN: Abstract. The paper deal with the defining stress state of a hoisting shaft lining, lying in the sandy loam, when performing and disturbing the ground freezing technology. The relevance of the performed research lies in the fact that at nonuniform freezing or defrosting, nonuniform stress state is formed, which causes a significant over-stresses of the lining. To research the nonuniform stress state, a spatial finite element model of a hoisting shaft was developed, in which the case of nonuniform ground freezing was simulated. The calculation by the finite-element technique was carried out on the basis of the computational professional complex Structure CAD for Windows. In the course of the analysis, the values of stress state for linings made of reinforced-concrete blocks, B30 concrete, gray and modified castiron tubbings. A comparison of the components of stress state for sandy loam at a temperature of -2 °C (freezing), nonuniform freezing and at a temperature of + 8 °C (defrosting) was carried out. It was found that for the proposed geotechnical conditions in the form of soft, water-saturated sandy loam, it is recommended to use a lining made of gray and modified castiron tubbings.
Description: O. Tiutkin: ORCID 0000-0003-4921-4758, A. Radkevych: ORCID 0000-0001-6325-8517, A. Alkhdour: ORCID 0000-0002-4148-5994
URI: http://eadnurt.diit.edu.ua/jspui/handle/123456789/11650
https://www.e3s-conferences.org/articles/e3sconf/pdf/2019/35/e3sconf_rmget18_00099.pdf
https://www.e3s-conferences.org/articles/e3sconf/abs/2019/35/e3sconf_rmget18_00099/e3sconf_rmget18_00099.html
Other Identifiers: DOI: 10.1051/e3sconf/201910900099
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