title: 30-ÑÑÐ°Ð¶Ð½Ð¾Ðµ Ð·Ð´Ð°Ð½Ð¸Ðµ Ð°Ð¿Ð°ÑÑ-Ð¾ÑÐµÐ»Ñ Ñ Ð¿Ð¾Ð´Ð·ÐµÐ¼Ð½ÑÐ¼ Ð¿Ð°ÑÐºÐ¸Ð½Ð³Ð¾Ð¼ Ð² Ð¡Ð°Ð½ÐºÑ-ÐÐµÑÐµÑÐ±ÑÑÐ³Ðµ
title: Ð²ÑÐ¿ÑÑÐºÐ½Ð°Ñ ÐºÐ²Ð°Ð»Ð¸ÑÐ¸ÐºÐ°ÑÐ¸Ð¾Ð½Ð½Ð°Ñ ÑÐ°Ð±Ð¾ÑÐ° Ð±Ð°ÐºÐ°Ð»Ð°Ð²ÑÐ°
titleType: Subtitle
title: The 30-storey building of an apartment-hotel with underground parking in St. Petersburg
Creators: name: ÐÑÑÐ¾Ð²ÑÐºÐ¸Ð¹, ÐÐ»ÐµÐºÑÐµÐ¹
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: 2024
Subjects: Ð°Ð¿Ð°ÑÑ-Ð¾ÑÐµÐ»Ñ
Ð²ÑÑÐ¾ÑÐ½Ð¾Ðµ Ð·Ð´Ð°Ð½Ð¸Ðµ
Ð¼Ð¾ÑÐ¾Ð·Ð½Ð¾Ðµ Ð¿ÑÑÐµÐ½Ð¸Ðµ
Ð´Ð°Ð²Ð»ÐµÐ½Ð¸Ðµ Ð³ÑÑÐ½ÑÐ°
ÑÐ¿ÑÐ½ÑÐ¾Ð²Ð¾Ðµ Ð¾Ð³ÑÐ°Ð¶Ð´ÐµÐ½Ð¸Ðµ
apart-hotel
high-rise building
frost heaving
ground pressure
sheet piling

description: Ð ÑÐ°Ð±Ð¾ÑÐµ Ð¿ÑÐµÐ´ÑÑÐ°Ð²Ð»ÐµÐ½Ð° Ð¿ÑÐ¾ÐµÐºÑÐ½Ð°Ñ Ð´Ð¾ÐºÑÐ¼ÐµÐ½ÑÐ°ÑÐ¸Ñ Ð½Ð° ÑÑÑÐ¾Ð¸ÑÐµÐ»ÑÑÑÐ²Ð¾ 30-ÑÑÐ°Ð¶Ð½Ð¾Ð³Ð¾ Ð·Ð´Ð°Ð½Ð¸Ñ Ð°Ð¿Ð°ÑÑ-Ð¾ÑÐµÐ»Ñ Ð²ÑÑÐ¾ÑÐ¾Ð¹ 122,8 Ð¼ Ñ Ð¿Ð¾Ð´Ð·ÐµÐ¼Ð½Ð¾Ð¹ Ð°Ð²ÑÐ¾ÑÑÐ¾ÑÐ½ÐºÐ¾Ð¹. Ð¦ÐµÐ»ÑÑ Ð´Ð°Ð½Ð½Ð¾Ð¹ ÑÐ°Ð±Ð¾ÑÑ ÑÐ²Ð»ÑÐµÑÑÑ ÑÑÐµÑ Ð½Ð¾ÑÐ¼Ð°Ð»ÑÐ½Ð¾Ð³Ð¾ Ð´Ð°Ð²Ð»ÐµÐ½Ð¸Ñ Ð¼Ð¾ÑÐ¾Ð·Ð½Ð¾Ð³Ð¾ Ð¿ÑÑÐµÐ½Ð¸Ñ Ð³ÑÑÐ½ÑÐ° Ð¿ÑÐ¸ Ð¿Ð¾Ð´Ð±Ð¾ÑÐµ Ð²Ð¸Ð´Ð° Ð¾Ð³ÑÐ°Ð¶Ð´Ð°ÑÑÐµÐ¹ ÐºÐ¾Ð½ÑÑÑÑÐºÑÐ¸Ð¸ ÐºÐ¾ÑÐ»Ð¾Ð²Ð°Ð½Ð° Ð²ÑÑÐ¾ÑÐ½Ð¾Ð³Ð¾ Ð·Ð´Ð°Ð½Ð¸Ñ. ÐÐ»Ñ Ð´Ð¾ÑÑÐ¸Ð¶ÐµÐ½Ð¸Ñ Ð¿Ð¾ÑÑÐ°Ð²Ð»ÐµÐ½Ð½Ð¾Ð¹ ÑÐµÐ»Ð¸ Ð±ÑÐ»Ð¸ ÑÐµÑÐµÐ½Ñ ÑÐ»ÐµÐ´ÑÑÑÐ¸Ðµ Ð·Ð°Ð´Ð°ÑÐ¸: 1. ÐÐ½Ð°Ð»Ð¸Ð· Ð»Ð¸ÑÐµÑÐ°ÑÑÑÑ Ð¿Ð¾ Ð¼ÐµÑÐ°Ð½Ð¸ÐºÐµ Ð¼Ð¾ÑÐ¾Ð·Ð½Ð¾Ð³Ð¾ Ð¿ÑÑÐµÐ½Ð¸Ñ Ð¸ ÐµÐ³Ð¾ Ð´ÐµÐ¹ÑÑÐ²Ð¸Ñ Ð½Ð° Ð²ÐµÑÑÐ¸ÐºÐ°Ð»ÑÐ½ÑÐµ ÐºÐ¾Ð½ÑÑÑÑÐºÑÐ¸Ð¸; 2. ÐÑÐ¿Ð¾Ð»Ð½ÐµÐ½Ð¸Ðµ ÑÐ°ÑÑÐµÑÐ¾Ð² Ð´Ð»Ñ Ð¾Ð¿ÑÐµÐ´ÐµÐ»ÐµÐ½Ð¸Ñ ÑÐ¸Ð» Ð¼Ð¾ÑÐ¾Ð·Ð½Ð¾Ð³Ð¾ Ð¿ÑÑÐµÐ½Ð¸Ñ Ð¿Ð¾ ÑÐ°Ð·Ð»Ð¸ÑÐ½ÑÐ¼ Ð¼ÐµÑÐ¾Ð´Ð¸ÐºÐ°Ð¼; 3. ÐÐ¾Ð´Ð±Ð¾Ñ Ð²Ð¸Ð´Ð° Ð¾Ð³ÑÐ°Ð¶Ð´Ð°ÑÑÐµÐ¹ ÐºÐ¾Ð½ÑÑÑÑÐºÑÐ¸Ð¸ ÐºÐ¾ÑÐ»Ð¾Ð²Ð°Ð½Ð°. ÐÑÑÐ»ÐµÐ´Ð¾Ð²Ð°Ð½Ð¸Ðµ Ð¿ÑÐ¾Ð²ÐµÐ´ÐµÐ½Ð¾ Ð¼ÐµÑÐ¾Ð´Ð¾Ð¼ Ð°Ð½Ð°Ð»Ð¸Ð·Ð° Ð½Ð°ÑÑÐ½Ð¾Ð¹ Ð¸ Ð½Ð¾ÑÐ¼Ð°ÑÐ¸Ð²Ð½Ð¾Ð¹ Ð»Ð¸ÑÐµÑÐ°ÑÑÑÑ. Ð Ð°ÑÑÐ¼Ð¾ÑÑÐµÐ½Ñ ÑÐ°Ð·Ð»Ð¸ÑÐ½ÑÐµ ÑÐ¿Ð¾ÑÐ¾Ð±Ñ Ð¸ Ð¼ÐµÑÐ¾Ð´Ð¸ÐºÐ¸ ÑÐ°ÑÑÐµÑÐ° Ð¿ÑÑÐµÐ½Ð¸Ñ Ð¿ÑÐ¸ Ð¿ÑÐ¾ÐµÐºÑÐ¸ÑÐ¾Ð²Ð°Ð½Ð¸Ð¸ Ð¿Ð¾Ð´Ð¿Ð¾ÑÐ½ÑÑ ÐºÐ¾Ð½ÑÑÑÑÐºÑÐ¸Ð¹. ÐÐ¾ ÑÐµÐ·ÑÐ»ÑÑÐ°ÑÐ°Ð¼ ÑÐ°Ð±Ð¾ÑÑ Ð¾ÑÐ¼ÐµÑÐµÐ½Ð° Ð²Ð°Ð¶Ð½Ð¾ÑÑÑ ÑÑÐµÑÐ° Ð½Ð¾ÑÐ¼Ð°Ð»ÑÐ½Ð¾Ð³Ð¾ Ð´Ð°Ð²Ð»ÐµÐ½Ð¸Ñ ÐºÑÐ¸Ð¾Ð³ÐµÐ½Ð½Ð¾Ð³Ð¾ Ð¿ÑÑÐµÐ½Ð¸Ñ Ð³ÑÑÐ½ÑÐ° Ð¿ÑÐ¸ ÑÐ°ÑÑÐµÑÐµ Ð¿Ð¾Ð´Ð¿Ð¾ÑÐ½ÑÑ ÑÐ¾Ð¾ÑÑÐ¶ÐµÐ½Ð¸Ð¹, ÑÐ°Ðº ÐºÐ°Ðº Ð¿ÑÐ¾ÑÐµÑÑ Ð¿ÑÑÐµÐ½Ð¸Ñ Ð¼Ð¾Ð¶ÐµÑ Ð¾ÐºÐ°Ð·ÑÐ²Ð°ÑÑ ÑÑÑÐµÑÑÐ²ÐµÐ½Ð½Ð¾Ðµ Ð²Ð»Ð¸ÑÐ½Ð¸Ðµ Ð½Ð° Ð¿ÑÐ¾ÑÐ½Ð¾ÑÑÐ½ÑÐµ Ð¸ Ð¶ÐµÑÑÐºÐ¾ÑÑÐ½ÑÐµ Ð¿Ð°ÑÐ°Ð¼ÐµÑÑÑ Ð¿Ð¾Ð´Ð±Ð¸ÑÐ°ÐµÐ¼ÑÑ Ð²Ð¸Ð´Ð¾Ð² ÐºÐ¾Ð½ÑÑÑÑÐºÑÐ¸Ð¹.
description: The paper presents the design documentation for the construction of the 30-storey building of an apartment hotel with a height of 122.8 m and an underground car-park is developed as part of this work. The purpose of this work is to take into account the normal pressure of frost heaving of the soil when selecting the type of enclosing structure of the foundation pit of a high-rise building. To achieve this goal, the following tasks were solved: 1. Analysis of the literature on the mechanics of frost heaving and its effects on vertical structures; 2. Performing calculations to determine the forces of frost heaving using various methods; 3. Selection of the type of enclosing structure of the excavation. The study was conducted by analyzing scientific and regulatory literature. Various methods and techniques for calculating heaving in the design of retaining structures are considered. According to the results of the work, the importance of taking into account the normal pressure of cryogenic heaving of soil when calculating retaining structures is noted, since the heaving process can have a significant impact on the strength and stiffness parameters of the selected types of structures.