Constructive features of the bank protection structure of water recreation facility in Arkhangelsk

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...

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Bibliographic Details
Published in:MATEC Web of Conferences
Main Authors: Kopteva Anna, Lukin Alexey
Format: Article in Journal/Newspaper
Language:English
French
Published: EDP Sciences 2018
Subjects:
Online Access:https://doi.org/10.1051/matecconf/201817003025
https://doaj.org/article/cb237354ed1d407db1ad228272509112
Description
Summary: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.