Issue |
E3S Web Conf.
Volume 460, 2023
International Scientific Conference on Biotechnology and Food Technology (BFT-2023)
|
|
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Article Number | 10031 | |
Number of page(s) | 11 | |
Section | Agricultural Engineering and Mechanization | |
DOI | https://doi.org/10.1051/e3sconf/202346010031 | |
Published online | 11 December 2023 |
Monitoring the deformation parameters of reinforced soil masses
Siberian Transport University, 630049 Novosibirsk, Russia
* Corresponding author: lomovpo@mail.ru
Ensuring that the strength and deformation parameters of a geotechnical massif are determined reliably is an important task when accepting and assessing the quality of ground reinforcement work carried out. The paper considers the existing approach to controlling deformation characteristics of reinforced ground massifs. A brief analysis of the existing method of assigning and checking the deformation characteristics of reinforced soil by means of reinforcement has been made; problems and drawbacks have been determined. The paper presents the results of a study aimed at improving the approach to control the deformation characteristics of reinforced ground massifs. A numerical model of the reinforced ground massif is offered for the prognosis of the geotechnical massif deformation changes. Method of processing the results of field tests of massifs reinforced with vertical elements when determining their deformation parameters is proposed.
© The Authors, published by EDP Sciences, 2023
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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