title: ÐÑÑÐ¾ÑÐ½Ð¾Ðµ Ð·Ð´Ð°Ð½Ð¸Ðµ Ð°Ð¿Ð°ÑÑ-Ð¾ÑÐµÐ»Ñ Ñ Ð¿Ð¾Ð´Ð·ÐµÐ¼Ð½Ð¾Ð¹ Ð°Ð²ÑÐ¾ÑÑÐ¾ÑÐ½ÐºÐ¾Ð¹ Ð½Ð° 43 Ð¼Ð°ÑÐ¸Ð½Ð¾Ð¼ÐµÑÑÐ°
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: High-rise apart-hotel with an underground Parking for 43 cars
Creators: name: Ð¤ÐµÐ´Ð¾ÑÐ¾Ð², ÐÐ¸ÑÐ°Ð¸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: 2023
Subjects: Ð°Ð¿Ð°ÑÑ-Ð¾ÑÐµÐ»Ñ
Ð¼ÐµÑÐ¾Ð´ ÐºÐ¾Ð½ÑÐµÐ½ÑÑ ÑÐ»ÐµÐ¼ÐµÐ½ÑÐ¾Ð²
Ð³ÑÑÐ½Ñ
ÑÐ²Ð°Ñ
Ð¼Ð¾Ð´ÐµÐ»Ñ Ð³ÑÑÐ½ÑÐ°
ÑÑÑÐ¾Ð¸ÑÐµÐ»ÑÑÑÐ²Ð¾
apart-hotel
finite element method
soil
pile
soil model
construction

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description: The topic of the graduation thesis is Â«High-rise apart-hotel with an underground Parking for 43 carsÂ». The development of the project documentation was made in accordance with the design assignmentand the Decree of the Government of the Russian Federation No. 87 dated February 16, 2008 Â«On the composition of sections of the project documentation and requirements for their contentÂ». The aim of the research part is to identify the settlement error for pile foundations and shallow foundations of multi-story monolithic buildings and to establish the minimum possible number of piles. The object of the research is the foundations of multi-story buildings with monolithic frames. The subject of the research is the settlement of pile foundations and shallow foundations depending on the calculation model. To achieve the stated aim, the following tasks were set: 1) Analyze different foundation models; 2) Conduct calculations for various soil models using Midas GTS NX software; 3) Compare numerical calculations of building settlements using different foundation models; 4) Analyze the possibility of reducing the number of piles. The following conclusions were obtained during the research work: 1) With correct modeling of the soil mass using any of the considered methods, results within an acceptable error of 15% are obtained; 2) From the practical point of view of foundation decision-making, calculations with all three models clearly indicate the need for pile foundation construction; 3) From the foundation decision-making point of view, all calculation results confirm the correctness of pile foundation construction. The settlement value is less than 15 cm; 4) The reduction of the number of piles is impossible due to the achievement of limiting values during verification according to 1 ULC.