title: ÐÑÐµÐ´Ð»Ð¾Ð¶ÐµÐ½Ð¸Ñ Ð¿Ð¾ Ð²ÑÐ±Ð¾ÑÑ ÑÐµÑ Ð½Ð¾Ð»Ð¾Ð³Ð¸ÑÐµÑÐºÐ¾Ð³Ð¾ ÑÐµÑÐµÐ½Ð¸Ñ ÑÑÑÐ¾Ð¸ÑÐµÐ»ÑÑÑÐ²Ð° ÑÑÐ°Ð½ÑÐ¸Ð¸ Ð¼ÐµÐ»ÐºÐ¾Ð³Ð¾ Ð·Ð°Ð»Ð¾Ð¶ÐµÐ½Ð¸Ñ Ð² ÐÑÐ¸Ð¼Ð¾ÑÑÐºÐ¾Ð¼ ÑÐ°Ð¹Ð¾Ð½Ðµ
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: Proposals for the choice of a technological solution for the construction of a small-scale plant in the Primorsky district
Creators: name: ÐÐµÐ»ÑÐºÐ¾Ð²Ð°, 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: 2020
Subjects: ÑÑÐµÐ½Ð° Ð² Ð³ÑÑÐ½ÑÐµ
Ð¼Ð¾Ð½Ð¾Ð»Ð¸ÑÐ½Ð°Ñ
ÑÐ±Ð¾ÑÐ½Ð¾-Ð¶ÐµÐ»ÐµÐ·Ð¾Ð±ÐµÑÐ¾Ð½Ð½Ð°Ñ
ÑÐ±Ð¾ÑÐ½Ð¾-Ð¼Ð¾Ð½Ð¾Ð»Ð¸ÑÐ½Ð°Ñ ÑÑÐµÐ½Ð° Ð² Ð³ÑÑÐ½ÑÐµ
wall in the ground
monolithic
precast-reinforced concrete
precast-monolithic wall in the ground

description: ÐÐ°Ð½Ð½Ð°Ñ ÑÐ°Ð±Ð¾ÑÐ° Ð¿Ð¾ÑÐ²ÑÑÐµÐ½Ð° Ð¸ÑÑÐ»ÐµÐ´Ð¾Ð²Ð°Ð½Ð¸Ñ ÑÐµÑÐ½Ð¾Ð»Ð¾Ð³Ð¸Ð¹ ÑÑÑÐ¾Ð¸ÑÐµÐ»ÑÑÑÐ²Ð° ÑÑÐ°Ð½ÑÐ¸Ð¹ Ð¼ÐµÐ»ÐºÐ¾Ð³Ð¾ Ð·Ð°Ð»Ð¾Ð¶ÐµÐ½Ð¸Ñ Ð¼ÐµÑÐ¾Ð´Ð¾Ð¼ Â«ÑÑÐµÐ½Ð° Ð² Ð³ÑÑÐ½ÑÐµÂ» Ð² Ð¸Ð½Ð¶ÐµÐ½ÐµÑÐ½Ð¾-Ð³ÐµÐ¾Ð»Ð¾Ð³Ð¸ÑÐµÑÐºÐ¸Ñ ÑÑÐ»Ð¾Ð²Ð¸ÑÑ Ð¿ÑÐ¸Ð¼Ð¾ÑÑÐºÐ¾Ð³Ð¾ ÑÐ°Ð¹Ð¾Ð½Ð° Ð³Ð¾ÑÐ¾Ð´Ð° Ð¡Ð°Ð½ÐºÑ-ÐÐµÑÐµÑÐ±ÑÑÐ³ Ð¸ ÑÐ°Ð·ÑÐ°Ð±Ð¾ÑÐºÐµ Ð¿ÑÐµÐ´Ð»Ð¾Ð¶ÐµÐ½Ð¸Ð¹ Ð¿Ð¾ Ð²ÑÐ±Ð¾ÑÑ ÑÐµÑÐ½Ð¾Ð»Ð¾Ð³Ð¸Ð¸ÑÑÑÐ¾Ð¸ÑÐµÐ»ÑÑÑÐ²Ð°. ÐÑÐ¸ ÑÐµÑÐµÐ½Ð¸Ð¸ Ð¿Ð¾ÑÑÐ°Ð²Ð»ÐµÐ½Ð½ÑÑ Ð·Ð°Ð´Ð°Ñ Ð±ÑÐ» Ð²ÑÐ¿Ð¾Ð»Ð½ÐµÐ½Ð°Ð½Ð°Ð»Ð¸Ð· Ð·Ð°ÑÑÐ±ÐµÐ¶Ð½Ð¾Ð³Ð¾ Ð¸ Ð¾ÑÐµÑÐµÑÑÐ²ÐµÐ½Ð½Ð¾Ð³Ð¾ Ð¾Ð¿ÑÑÐ° ÑÑÑÐ¾Ð¸ÑÐµÐ»ÑÑÑÐ²Ð° ÑÑÐ°Ð½ÑÐ¸Ð¸ Ð¼ÐµÐ»ÐºÐ¾Ð³Ð¾Ð·Ð°Ð»Ð¾Ð¶ÐµÐ½Ð¸Ñ. ÐÑÐ¿Ð¾Ð»Ð½ÐµÐ½Ð¾ÑÑÐ°Ð²Ð½ÐµÐ½Ð¸ÐµÐ²Ð°ÑÐ¸Ð°Ð½ÑÐ¾Ð² ÑÐµÑÐ½Ð¾Ð»Ð¾Ð³Ð¸ÑÐµÑÐºÐ¾Ð³Ð¾ ÑÐµÑÐµÐ½Ð¸Ñ ÑÑÑÐ¾Ð¸ÑÐµÐ»ÑÑÑÐ²Ð° ÑÑÐ°Ð½ÑÐ¸Ð¸ Ð¼ÐµÐ»ÐºÐ¾Ð³Ð¾ Ð·Ð°Ð»Ð¾Ð¶ÐµÐ½Ð¸Ñ.ÐÑÐ¾Ð²ÐµÐ´ÐµÐ½ÑÐºÑÐ¿ÐµÑÑÐ½ÑÐ¹ Ð¾Ð¿ÑÐ¾Ñ Ð¿Ð¾ Ð²ÑÐ±Ð¾ÑÑ ÐºÑÐ¸ÑÐµÑÐ¸ÐµÐ² ÑÑÑÐµÐºÑÐ¸Ð²Ð½Ð¾ÑÑÐ¸ Ð¿ÑÐ¸Ð¼ÐµÐ½ÐµÐ½Ð¸Ñ Ð¿ÑÐµÐ´Ð»Ð°Ð³Ð°ÐµÐ¼Ð¾Ð¹ÑÐµÑÐ½Ð¾Ð»Ð¾Ð³Ð¸Ð¸ Ð¼ÐµÑÐ¾Ð´Ð° Â«ÑÑÐµÐ½Ð° Ð² Ð³ÑÑÐ½ÑÐµÂ» Ð² Ð´Ð²Ð° ÑÑÐ°Ð¿Ð°.ÐÑÐ»Ð¾ Ð²ÑÐ¿Ð¾Ð»Ð½ÐµÐ½Ð¾Ð¼Ð¾Ð´ÐµÐ»Ð¸ÑÐ¾Ð²Ð°Ð½Ð¸Ðµ Ð²ÑÐ±ÑÐ°Ð½Ð½Ð¾Ð³Ð¾ ÑÐµÑÐ½Ð¾Ð»Ð¾Ð³Ð¸ÑÐµÑÐºÐ¾Ð³Ð¾ ÑÐµÑÐµÐ½Ð¸Ñ Ð¼ÐµÑÐ¾Ð´Ð° Â«ÑÑÐµÐ½Ð° Ð² Ð³ÑÑÐ½ÑÐµÂ» Ð² ÑÑÐ»Ð¾Ð²Ð¸ÑÑ Ð³ÑÑÐ½ÑÐ¾Ð² ÐÑÐ¸Ð¼Ð¾ÑÑÐºÐ¾Ð³Ð¾ÑÐ°Ð¹Ð¾Ð½Ð°Ð³Ð¾ÑÐ¾Ð´Ð° Ð¡Ð°Ð½ÐºÑ-ÐÐµÑÐµÑÐ±ÑÑÐ³ Ð¿ÑÐ¸ Ð¿Ð¾Ð¼Ð¾ÑÐ¸ ÑÐ¾Ð²ÑÐµÐ¼ÐµÐ½Ð½Ð¾Ð³Ð¾ Ð¿ÑÐ¾Ð³ÑÐ°Ð¼Ð¼Ð½Ð¾Ð³Ð¾ ÐºÐ¾Ð¼Ð¿Ð»ÐµÐºÑÐ° Â«MIDASÂ» Ð´Ð»Ñ ÑÐ°ÑÑÐµÑÐ° Ð¿Ð¾Ð´Ð·ÐµÐ¼Ð½ÑÑ ÑÐ¾Ð¾ÑÑÐ¶ÐµÐ½Ð¸Ð¹, ÑÐ°Ð±Ð¾ÑÐ°ÑÑÐ¸Ñ ÑÐ¾Ð²Ð¼ÐµÑÑÐ½Ð¾ÑÐ³ÑÑÐ½ÑÐ¾Ð¼. Ð ÑÐµÐ·ÑÐ»ÑÑÐ°ÑÐµ Ð±ÑÐ»Ð¾Ð¿ÑÐµÐ´Ð»Ð¾Ð¶ÐµÐ½Ð¾ÑÐµÑÐ½Ð¾Ð»Ð¾Ð³Ð¸ÑÐµÑÐºÐ¾ÐµÑÐµÑÐµÐ½Ð¸ÐµÑÑÑÐ¾Ð¸ÑÐµÐ»ÑÑÑÐ²Ð° ÑÑÐ°Ð½ÑÐ¸Ð¸ Ð¼ÐµÐ»ÐºÐ¾Ð³Ð¾ Ð·Ð°Ð»Ð¾Ð¶ÐµÐ½Ð¸Ñ Ð² ÐÑÐ¸Ð¼Ð¾ÑÑÐºÐ¾Ð¼ ÑÐ°Ð¹Ð¾Ð½Ðµ Ð³Ð¾ÑÐ¾Ð´Ð° Ð¡Ð°Ð½ÐºÑ-ÐÐµÑÐµÑÐ±ÑÑÐ³ Ð¸ ÑÐ°Ð·ÑÐ°Ð±Ð¾ÑÐ°Ð½ÑÑÐµÐºÐ¾Ð¼ÐµÐ½Ð´Ð°ÑÐ¸Ð¸ Ð¿Ð¾ Ð¿ÑÐ¸Ð¼ÐµÐ½ÐµÐ½Ð¸Ñ Ð´Ð°Ð½Ð½Ð¾Ð³Ð¾ ÑÐµÑÐµÐ½Ð¸Ñ.
description: This work is devoted to the research of the technologies for the construction of small-scale stations by the method of "wall in the ground" in the engineering and geological conditions of the seaside district of St. Petersburg and the development of proposals for the choice of construction technology. In solving the tasks, the analysis of foreign and domestic experience of the construction of a small-scale plant by the method of "wall in the ground" was carried out. Comparisons were made of possible variants of the technological solution for the construction of a small-scale plant. An expert survey was conducted on the choice of criteria for the effectiveness of the chosen wall-in-ground method in two stages. The selected technological solution of the "wall in the ground" method was simulated in the soils of the Primorsky district of St. Petersburg with the help of the modern software complex "MIDAS" to calculate underground structures working in conjunction with the ground. As a result, the choice of a technological solution for the construction of a small-scale plant in the Primorsky district of St. Petersburg was proposed and recommendations for the application of this solution were developed.