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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: Consideration of the engineering and geological conditions of St. Petersburg in the development of constructive solutions for the monolithic building of the shopping center
Creators: name: Ð¨Ð°ÑÐ¸Ð»Ð¾Ð²Ð°, Ð¡Ð¾ÑÑÑ
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: Ð±ÐµÑÐ¾Ð½
Ð´Ð¾Ð±Ð°Ð²ÐºÐ¸
Ð³Ð¸Ð´ÑÐ¾Ð¸Ð·Ð¾Ð»ÑÑÐ¸Ð¾Ð½Ð½ÑÐµ ÑÐ¼ÐµÑÐ¸
ÐºÐ¾Ð»ÑÐ¼Ð°ÑÐ°ÑÐ¸Ñ
Ð¸Ð½ÑÐµÐºÑÐ¸ÑÐ¾Ð²Ð°Ð½Ð¸Ðµ
Ð¿Ð»Ð¾ÑÐ½Ð¾ÑÑÑ
Ð²Ð¾Ð´Ð¾Ð½ÐµÐ¿ÑÐ¾Ð½Ð¸ÑÐ°ÐµÐ¼Ð¾ÑÑÑ
ÐºÐ¾Ð½ÑÑÑÑÐºÑÐ¸Ð¸
ÑÐ°ÑÑÐµÑÑ
concrete
additives
waterproofing mixtures
colmatation
injection
imporosity
waterproof

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description: The work is devoted to the study of the features of the engineering and geological conditions of the city of St. Petersburg and the development of optimal design solutions for construction on weak water-saturated soils. The research set the following goals:
1. Studying and carry out systematization the characteristic engineering and geological conditions of urban development St. Petersburg.
2. Explore the most effective types of design solutions for typical IEDs.
3. Perform variant design of design solutions of monolithic 4-storey building of shopping and entertainment center.
4. Identify ways to increase the durability of structures, ways to increase the density of concrete in structures.
5. Determine the estimated cost of the design options under consideration.
6. Perform a comparative analysis of the effectiveness of the design solutions considered in the building.
The first Ñhapter analyzes the engineering and geological conditions of St. Petersburg. The description of architectural and design solutions for the shopping center building is made.
In the second chapter, the overlap calculation of the MARKO structural system using the ScadOffice calculation complex is performed he lightest building envelopes are calculated using the heat engineering calculation.
In the third chapter, a feasibility study of the considered options for waterproofing foundation structures is carried out. As a result, it was decided to use the method of mud injection, as the most economically advantageous in relation to the improvement of the physico-mechanical properties of the structure.