title: ÐÐ´Ð°Ð½Ð¸Ðµ Ð°Ð¿Ð°ÑÑ-Ð¾ÑÐµÐ»Ñ Ð²ÑÑÐ¾ÑÐ¾Ð¹ 107 Ð¼ Ñ Ð¿Ð¾Ð´Ð·ÐµÐ¼Ð½Ð¾Ð¹ Ð°Ð²ÑÐ¾ÑÑÐ¾ÑÐ½ÐºÐ¾Ð¹ 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 building of an apartment hotel with a height of 107 m with an underground parking lot in St. Petersburg
Creators: name: ÐÐ°ÑÐ°Ð½Ð½Ð¸Ðº, ÐÐ½ÑÐ¾Ð½
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: 2023
Subjects: Ð²ÑÑÐ¾ÑÐ½Ð¾Ðµ Ð·Ð´Ð°Ð½Ð¸Ðµ
Ð°Ð¿Ð°ÑÑÐ°Ð¼ÐµÐ½Ñ-Ð¾ÑÐµÐ»Ñ
Ð¾Ð±ÑÐµÑÑÐ²ÐµÐ½Ð½Ð¾Ðµ Ð·Ð´Ð°Ð½Ð¸Ðµ
Ð¾ÑÐµÐ½ÐºÐ° Ð²Ð»Ð¸ÑÐ½Ð¸Ñ
Ð³ÑÐ°Ð¶Ð´Ð°Ð½ÑÐºÐ¸Ð¹ ÑÐ¾Ð½Ð½ÐµÐ»Ñ
Ð¿ÑÐ¾Ñ Ð¾Ð´ÐºÐ° ÑÐ¾Ð½Ð½ÐµÐ»Ñ
high-rise building
apartment hotel
public building
impact assessment
civil tunnel
tunnel tunneling

description: Ð¢ÐµÐ¼Ð° Ð²ÑÐ¿ÑÑÐºÐ½Ð¾Ð¹ ÐºÐ²Ð°Ð»Ð¸ÑÐ¸ÐºÐ°ÑÐ¸Ð¾Ð½Ð½Ð¾Ð¹ ÑÐ°Ð±Ð¾ÑÑ: Â«ÐÐ´Ð°Ð½Ð¸Ðµ Ð°Ð¿Ð°ÑÑ-Ð¾ÑÐµÐ»Ñ Ð²ÑÑÐ¾ÑÐ¾Ð¹ 107 Ð¼ Ñ Ð¿Ð¾Ð´Ð·ÐµÐ¼Ð½Ð¾Ð¹ Ð°Ð²ÑÐ¾ÑÑÐ¾ÑÐ½ÐºÐ¾Ð¹ Ð² Ð¡Ð°Ð½ÐºÑ-ÐÐµÑÐµÑÐ±ÑÑÐ³ÐµÂ» 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 26-ÑÑÐ°Ð¶Ð½Ð¾Ð³Ð¾ Ð·Ð´Ð°Ð½Ð¸Ñ Ð°Ð¿Ð°ÑÑÐ°Ð¼ÐµÐ½Ñ-Ð¾ÑÐµÐ»Ñ Ð²ÑÑÐ¾ÑÐ¾Ð¹ 107 Ð¼ Ñ Ð¿Ð¾Ð´Ð·ÐµÐ¼Ð½Ð¾Ð¹ Ð°Ð²ÑÐ¾ÑÑÐ¾ÑÐ½ÐºÐ¾Ð¹. Ð¦ÐµÐ»ÑÑ Ð¸ÑÑÐ»ÐµÐ´Ð¾Ð²Ð°ÑÐµÐ»ÑÑÐºÐ¾Ð¹ ÑÐ°ÑÑÐ¸ Ð´Ð°Ð½Ð½Ð¾Ð³Ð¾ Ð¿ÑÐ¾ÐµÐºÑÐ° ÑÐ²Ð»ÑÐµÑÑÑ Ð¾ÑÐµÐ½ÐºÐ° Ð²Ð»Ð¸ÑÐ½Ð¸Ñ Ð¿ÑÐ¾ÑÐ¾Ð´ÐºÐ¸ ÑÑÐ°Ð½ÑÐ¿Ð¾ÑÑÐ½Ð¾Ð³Ð¾ ÑÐ¾Ð½Ð½ÐµÐ»Ñ Ð¼ÐµÑÑÐ¾Ð¿Ð¾Ð»Ð¸ÑÐµÐ½Ð° Ð½Ð° Ð³ÑÐ°Ð¶Ð´Ð°Ð½ÑÐºÐ¾Ðµ Ð·Ð´Ð°Ð½Ð¸Ðµ Ð² Ð³. Ð¡Ð°Ð½ÐºÑ-ÐÐµÑÐµÑÐ±ÑÑÐ³Ðµ. 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. Ð¾Ð±Ð·Ð¾Ñ Ð»Ð¸ÑÐµÑÐ°ÑÑÑÑ; 2. Ð°Ð½Ð°Ð»Ð¸ÑÐ¸ÑÐµÑÐºÐ¸Ð¹ ÑÐ°ÑÑÐµÑ Ð´Ð¾Ð¿Ð¾Ð»Ð½Ð¸ÑÐµÐ»ÑÐ½Ð¾Ð¹ Ð¾ÑÐ°Ð´ÐºÐ¸; 3. ÑÐ¸ÑÐ»ÐµÐ½Ð½ÑÐ¹ ÑÐ°ÑÑÐµÑ Ð´Ð¾Ð¿Ð¾Ð»Ð½Ð¸ÑÐµÐ»ÑÐ½Ð¾ Ð¾ÑÐ°Ð´ÐºÐ¸; 4. ÑÑÐ°Ð²Ð½ÐµÐ½Ð¸Ðµ ÑÐµÐ·ÑÐ»ÑÑÐ°ÑÐ¾Ð² ÑÐ°ÑÑÐµÑÐ¾Ð² Ð¸ Ð²ÑÑÐ²Ð»ÐµÐ½Ð¸Ðµ Ð¿ÑÐ¸ÑÐ¸Ð½ ÑÐ°ÑÑÐ¾Ð¶Ð´ÐµÐ½Ð¸Ð¹ Ð² ÑÐµÐ·ÑÐ»ÑÑÐ°ÑÐ°Ñ; 5. Ð²ÑÐ²Ð¾Ð´Ñ Ð¾ Ð¿ÑÐ¾Ð²ÐµÐ´ÐµÐ½Ð½Ð¾Ð¼ Ð¸ÑÑÐ»ÐµÐ´Ð¾Ð²Ð°Ð½Ð¸Ð¸. ÐÑÑÐ»ÐµÐ´Ð¾Ð²Ð°Ð½Ð¸Ðµ Ð¿ÑÐ¾Ð²ÐµÐ´ÐµÐ½Ð¾ Ð¼ÐµÑÐ¾Ð´Ð¾Ð¼ Ð°Ð½Ð°Ð»Ð¸Ð·Ð° Ð½Ð¾ÑÐ¼Ð°ÑÐ¸Ð²Ð½Ð¾Ð¹ Ð»Ð¸ÑÐµÑÐ°ÑÑÑÑ, ÑÐ¾Ð²ÑÐµÐ¼ÐµÐ½Ð½ÑÑ Ð½Ð°ÑÑÐ½ÑÑ Ð¿ÑÐ±Ð»Ð¸ÐºÐ°ÑÐ¸Ð¹ Ð¸ Ð¿ÑÐ¾ÐµÐºÑÐ½ÑÑ ÑÐµÑÐµÐ½Ð¸Ð¹ ÑÐµÐ°Ð»Ð¸Ð·Ð¾Ð²Ð°Ð½Ð½ÑÑ Ð¾Ð±ÑÐµÐºÑÐ¾Ð². Ð ÑÐµÐ·ÑÐ»ÑÑÐ°ÑÐµ ÑÐ°Ð±Ð¾ÑÑ Ð²ÑÑÐ²Ð»ÐµÐ½Ð° Ð½ÐµÐ¾Ð±ÑÐ¾Ð´Ð¸Ð¼Ð¾ÑÑÑ Ð² Ð³ÐµÐ¾ÑÐµÑÐ½Ð¸ÑÐµÑÐºÐ¾Ð¼ Ð¼Ð¾Ð½Ð¸ÑÐ¾ÑÐ¸Ð½Ð³Ðµ Ð½Ð°Ð·ÐµÐ¼Ð½ÑÑ Ð·Ð´Ð°Ð½Ð¸Ð¹, ÐºÐ¾ÑÐ¾ÑÑÐµ Ð¼Ð¾Ð³ÑÑ ÑÐ½Ð¸Ð¶Ð°ÑÑ ÑÐ²Ð¾Ñ ÑÐºÑÐ¿Ð»ÑÐ°ÑÐ°ÑÐ¸Ð¾Ð½Ð½ÑÑ Ð½Ð°Ð´ÐµÐ¶Ð½Ð¾ÑÑÑ Ð²Ð²Ð¸Ð´Ñ Ð¿Ð¾Ð´Ð·ÐµÐ¼Ð½Ð¾Ð³Ð¾ ÑÑÑÐ¾Ð¸ÑÐµÐ»ÑÑÑÐ²Ð°. ÐÑÐ¸Ð¼ÐµÐ½ÐµÐ½Ñ Ð½Ð° Ð¿ÑÐ°ÐºÑÐ¸ÐºÐµ Ð¼ÐµÑÐ¾Ð´Ñ Ð°Ð½Ð°Ð»Ð¸ÑÐ¸ÑÐµÑÐºÐ¾Ð³Ð¾ Ð¸ ÑÐ¸ÑÐ»ÐµÐ½Ð½Ð¾Ð³Ð¾ ÑÐ°ÑÑÐµÑÐ¾Ð² Ð´Ð¾Ð¿Ð¾Ð»Ð½Ð¸ÑÐµÐ»ÑÐ½Ð¾Ð¹ Ð¾ÑÐ°Ð´ÐºÐ¸ Ð³ÑÐ°Ð¶Ð´Ð°Ð½ÑÐºÐ¾Ð³Ð¾ Ð·Ð´Ð°Ð½Ð¸Ñ, Ð²ÑÐ·Ð²Ð°Ð½Ð½Ð¾Ð¹ Ð¿ÑÐ¾ÑÐ¾Ð´ÐºÐ¾Ð¹ ÑÐ¾Ð½Ð½ÐµÐ»Ñ Ð¼ÐµÑÑÐ¾Ð¿Ð¾Ð»Ð¸ÑÐµÐ½Ð°.
description: The topic of the final qualifying work: "The building of an apartment hotel with a height of 107 m with an underground parking lot in St. Petersburg". The paper presents project documentation for the construction of a 26-storey apartment-hotel building with a height of 107 m with an underground parking lot. The purpose of the research part of this project is to assess the impact of the penetration of the metro transport tunnel on a civil building in St. Petersburg. To achieve this goal, the following tasks were solved: 1. literature review; 2. analytical calculation of additional precipitation; 3. numerical calculation of additional precipitation; 4. comparison of calculation results and identification of the reasons for discrepancies in the results; 5. conclusions about the study. The study was carried out by analyzing normative literature, modern scientific publications and design solutions of implemented objects. As a result of the work, the need for geotechnical monitoring of ground-based buildings has been identified, which may reduce their operational reliability due to underground construction. The methods of analytical and numerical calculations of the additional precipitation of a civil building caused by the penetration of a subway tunnel are applied in practice.