title: ÐÑÐ¾ÑÐ¸Ð²Ð¾ÑÐ¸Ð»ÑÑÑÐ°ÑÐ¸Ð¾Ð½Ð½ÑÐµ Ð¿Ð¾ÐºÑÑÑÐ¸Ñ Ð¸Ð· Ð³ÐµÐ¾ÑÐ¸Ð½ÑÐµÑÐ¸ÑÐµÑÐºÐ¸Ñ Ð¼Ð°ÑÐµÑÐ¸Ð°Ð»Ð¾Ð² Ð´Ð»Ñ Ñ ÑÐ°Ð½Ð¸Ð»Ð¸Ñ Ð¿ÑÐ¾Ð¼ÑÑÐ»ÐµÐ½Ð½ÑÑ Ð¾ÑÑ Ð¾Ð´Ð¾Ð²
title: Ð²ÑÐ¿ÑÑÐºÐ½Ð°Ñ ÐºÐ²Ð°Ð»Ð¸ÑÐ¸ÐºÐ°ÑÐ¸Ð¾Ð½Ð½Ð°Ñ ÑÐ°Ð±Ð¾ÑÐ° Ð¼Ð°Ð³Ð¸ÑÑÑÐ°
titleType: Subtitle
title: Anti-seepage cover soil layers with geosynthetic materials for industrial waste storage facilities
Creators: name: Ð¡ÑÐ´Ðµ, ÐÐ»ÐµÐºÑÐ°Ð½Ð´ÑÐ°
Publisher: name: Ð¡Ð°Ð½ÐºÑ-ÐÐµÑÐµÑÐ±ÑÑÐ³ÑÐºÐ¸Ð¹ Ð¿Ð¾Ð»Ð¸ÑÐµÑÐ½Ð¸ÑÐµÑÐºÐ¸Ð¹ ÑÐ½Ð¸Ð²ÐµÑÑÐ¸ÑÐµÑ ÐÐµÑÑÐ° ÐÐµÐ»Ð¸ÐºÐ¾Ð³Ð¾
Year: 2022
Subjects: ÐÑÐ¾Ð¼ÑÑÐ»ÐµÐ½Ð½ÑÐµ Ð¾ÑÑ Ð¾Ð´Ñ
Ð¡Ð¸Ð½ÑÐµÑÐ¸ÑÐµÑÐºÐ¸Ðµ Ð¼Ð°ÑÐµÑÐ¸Ð°Ð»Ñ
ÐÐ¸Ð´ÑÐ¾ÑÐµÑ Ð½Ð¸ÑÐµÑÐºÐ¸Ðµ ÑÐ¾Ð¾ÑÑÐ¶ÐµÐ½Ð¸Ñ
Ð³ÐµÐ¾Ð¼ÐµÐ¼Ð±ÑÐ°Ð½Ð°
Ñ Ð²Ð¾ÑÑÐ¾Ñ ÑÐ°Ð½Ð¸Ð»Ð¸ÑÐµ
Ð¼ÐµÑÑÐ½Ð°Ñ ÑÑÑÐ¾Ð¹ÑÐ¸Ð²Ð¾ÑÑÑ Ð¾ÑÐºÐ¾ÑÐ¾Ð²
Ð·Ð°ÑÐ¸ÑÐ½ÑÐ¹ ÑÐ»Ð¾Ð¹
geomembrane
tailings dam
local stability of slopes
cover soil layer

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description: The theme of the master's thesis: Anti-seepage cover soil layers with geosynthetic materials for industrial waste storage facilities. The object of the study is application of geosynthetic materials in industrial hydraulic engineering. The subject of this work represents geosynthetic materials as impervious screen in industrial hydraulic engineering. The aim of the work is substantiation of ways to use impervious coatings made of geosynthetic materials in industrial waste storage facilities. Analysis of the literature on the topic and the state of the regulatory and technical base in the Russian Federation were considered in this paper. A practical example of the use of geosynthetic materials as the element of the tailings dams of the Omsukchan gold recovery plant was also considered, calculations of general and local stability were carried out. Recommendations on the use of geomembranes were given. As a result of the work, problematic parts were found in the existing regulatory documentation relating to geosynthetic materials. For the considered structure, the optimal design of the protective layer on the slope was selected, providing both stability and high performance. A comparison of various methods for estimation of the stability of cover soil layers with geosynthetics on the slopes was made. The practical significance and relevance of this paper is confirmed by the active use of geosynthetic materials in the construction of slope structures nowadays.