title: ÐÐ´Ð°Ð½Ð¸Ðµ Ð±Ð¸Ð·Ð½ÐµÑ-ÑÐµÐ½ÑÑÐ° Ð²ÑÑÐ¾ÑÐ¾Ð¹ 106 Ð¼ Ñ Ð¿Ð¾Ð´Ð·ÐµÐ¼Ð½ÑÐ¼ Ð¿Ð°ÑÐºÐ¸Ð½Ð³Ð¾Ð¼
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 a business center with a height of 106 meters with underground parking
Creators: name: ÐÑÐ°ÐµÐ²Ð°, ÐÐ½Ð½Ð°
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: ÑÑÑÐ¾Ð¸ÑÐµÐ»ÑÑÑÐ²Ð¾
Ð²ÑÑÐ¾ÑÐ½ÑÐ¹ Ð±Ð¸Ð·Ð½ÐµÑ-ÑÐµÐ½ÑÑ
ÑÐ²Ð°Ð¸-Ð±Ð°ÑÐµÑÑÑ
Ð±ÑÑÐ¾Ð½Ð°Ð±Ð¸Ð²Ð½ÑÐµ ÑÐ²Ð°Ð¸
Ð½ÐµÑÑÑÐ°Ñ ÑÐ¿Ð¾ÑÐ¾Ð±Ð½Ð¾ÑÑÑ
Ð¾ÑÐ°Ð´ÐºÐ°
construction
high-rise business center
piles-barettes
bored piles
bearing capacity
sediment

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description: This work is devoted to the development of design documentation for a high-rise business center, which also includes an assessment of the effectiveness of using piles-baretts in the construction of a high-rise building. During this final qualification work, the following tasks were solved: 1. Modeling and calculation of the foundation for the installation of drilling piles and piles-barettes on a sandy base. 2. Evaluation of the effectiveness of the developed design options on a sandy base. 3. Modeling and calculation of the foundation for the installation of drilling piles and piles-barettes on a rocky foundation. 4. Evaluation of the effectiveness of the developed design options on a rock base. 5. Comparison of the results obtained. The following sections of the project documentation are presented in the work: the scheme of the planning organization of the land plot, architectural and space-planning solutions, design solutions, the construction organization project, the technology of construction processes, measures to ensure fire safety, measures to ensure access for the disabled, construction estimates and the research part. As a result of the study, foundations were designed on drilling piles and barette piles under different engineering and geological conditions. A comparison was made of foundations designed using drilling piles and barette piles under two different engineering and geological conditions. The effectiveness of the piles-barette has been confirmed only in the case of the construction of highrise buildings, where the piles must be installed on rocky ground.