Issue |
MATEC Web Conf.
Volume 170, 2018
International Science Conference SPbWOSCE-2017 “Business Technologies for Sustainable Urban Development”
|
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Article Number | 03025 | |
Number of page(s) | 10 | |
Section | Engineering Systems and Building Materials | |
DOI | https://doi.org/10.1051/matecconf/201817003025 | |
Published online | 13 June 2018 |
Constructive features of the bank protection structure of water recreation facility in Arkhangelsk
Northern (Arctic) Federal University 163000, Arkhangelsk, nab. Severnaya Dvina, 17
* Corresponding author: annkopteva@mail.ru
The objective of the study is projecting and calculation of shore protection structure of the water recreation facility in northern climatic conditions of Arkhangelsk city. In the course of study, three constructive solutions including anchored or non-anchored Larsen dowel wall were projected based on geotechnical conditions of Arkhangelsk. Geotechnical conditions include physico-mechanical and strength characteristics of soils, determined in accordance with the geological regulations. The calculation of bank protection structures was performed in PLAXIS 3D Foundation package by the finite element method. The study represents diagrams and graphics showing the deformations of bank protection structure. The result of the study is a solution chosen according to the reliability criterion. Recommendations and directions for the future research were proposed.
© The Authors, published by EDP Sciences, 2018
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. (http://creativecommons.org/licenses/by/4.0/).
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