title: 26-ÑÑÐ°Ð¶Ð½Ð¾Ðµ Ð·Ð´Ð°Ð½Ð¸Ðµ Ð³Ð¾ÑÑÐ¸Ð½Ð¸Ñ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: 26-storeyed hotel building with underground parking in St. Petersburg
Creators: name: ÐÐ¾ÑÐ½Ð°ÑÐºÐ¸Ð½Ð°, 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: Ð³Ð¾ÑÑÐ¸Ð½Ð¸ÑÐ°
ÑÐ²Ð°Ð¹Ð½ÑÐ¹ ÑÑÐ½Ð´Ð°Ð¼ÐµÐ½Ñ
Ð·Ð°Ð±Ð¸Ð²Ð½ÑÐµ ÑÐ²Ð°Ð¸
ÑÑÑÐµÐºÑÐ¸Ð²Ð½Ð¾ÑÑÑ
Ð½ÐµÑÑÑÐ°Ñ ÑÐ¿Ð¾ÑÐ¾Ð±Ð½Ð¾ÑÑÑ
ÑÑÑÐ¾Ð¸ÑÐµÐ»ÑÑÑÐ²Ð¾
hotel
pile foundation
driven piles
efficiency
bearing capacity
construction

description: Ð¢ÐµÐ¼Ð° Ð²ÑÐ¿ÑÑÐºÐ½Ð¾Ð¹ ÐºÐ²Ð°Ð»Ð¸ÑÐ¸ÐºÐ°ÑÐ¸Ð¾Ð½Ð½Ð¾Ð¹ ÑÐ°Ð±Ð¾ÑÑ: Â«26-ÑÑÐ°Ð¶Ð½Ð¾Ðµ Ð·Ð´Ð°Ð½Ð¸Ðµ Ð³Ð¾ÑÑÐ¸Ð½Ð¸ÑÑ Ñ Ð¿Ð¾Ð´Ð·ÐµÐ¼Ð½ÑÐ¼ Ð¿Ð°ÑÐºÐ¸Ð½Ð³Ð¾Ð¼ Ð² Ð¡Ð°Ð½ÐºÑ-ÐÐµÑÐµÑÐ±ÑÑÐ³ÐµÂ». Ð Ð°Ð·ÑÐ°Ð±Ð¾ÑÐºÐ° Ð¿ÑÐ¾ÐµÐºÑÐ½Ð¾Ð¹ Ð´Ð¾ÐºÑÐ¼ÐµÐ½ÑÐ°ÑÐ¸Ð¸ Ð¿ÑÐ¾Ð¸Ð·Ð²Ð¾Ð´Ð¸Ð»Ð°ÑÑ Ð² ÑÐ¾Ð¾ÑÐ²ÐµÑÑÑÐ²Ð¸Ð¸ Ñ Ð·Ð°Ð´Ð°Ð½Ð¸ÐµÐ¼ Ð½Ð° Ð¿ÑÐ¾ÐµÐºÑÐ¸ÑÐ¾Ð²Ð°Ð½Ð¸Ðµ Ð¸ ÐÐ¾ÑÑÐ°Ð½Ð¾Ð²Ð»ÐµÐ½Ð¸ÐµÐ¼ ÐÑÐ°Ð²Ð¸ÑÐµÐ»ÑÑÑÐ²Ð° Ð Ð¤ â87 Ð¾Ñ 16.02.2008 Â«Ð ÑÐ¾ÑÑÐ°Ð²Ðµ ÑÐ°Ð·Ð´ÐµÐ»Ð¾Ð² Ð¿ÑÐ¾ÐµÐºÑÐ½Ð¾Ð¹ Ð´Ð¾ÐºÑÐ¼ÐµÐ½ÑÐ°ÑÐ¸Ð¸ Ð¸ ÑÑÐµÐ±Ð¾Ð²Ð°Ð½Ð¸ÑÑ Ðº Ð¸Ñ ÑÐ¾Ð´ÐµÑÐ¶Ð°Ð½Ð¸ÑÂ» (Ñ Ð¸Ð·Ð¼ÐµÐ½ÐµÐ½Ð¸ÑÐ¼Ð¸ Ð½Ð° 6 Ð¼Ð°Ñ 2023 Ð³Ð¾Ð´Ð°). Ð¦ÐµÐ»Ñ Ð¸ÑÑÐ»ÐµÐ´Ð¾Ð²Ð°ÑÐµÐ»ÑÑÐºÐ¾Ð¹ ÑÐ°ÑÑÐ¸ â Ð¾ÑÐµÐ½Ð¸ÑÑ ÑÑÑÐµÐºÑÐ¸Ð²Ð½Ð¾ÑÑÑ Ð·Ð°Ð±Ð¸Ð²Ð½ÑÑ ÑÐ²Ð°Ð¹ ÑÐ°Ð·Ð»Ð¸ÑÐ½Ð¾Ð¹ ÑÐ¾ÑÐ¼Ñ Ð¿Ð¾Ð¿ÐµÑÐµÑÐ½Ð¾Ð³Ð¾ ÑÐµÑÐµÐ½Ð¸Ñ Ð¿Ð¾ Ð½ÐµÑÑÑÐµÐ¹ ÑÐ¿Ð¾ÑÐ¾Ð±Ð½Ð¾ÑÑÐ¸ Ð¿Ð¾ Ð³ÑÑÐ½ÑÑ Ð¸ Ð¼Ð°ÑÐµÑÐ¸Ð°Ð»Ñ, ÑÐ´ÐµÐ»ÑÐ½Ð¾Ð¹ ÑÑÑÐµÐºÑÐ¸Ð²Ð½Ð¾ÑÑÐ¸ ÑÐ²Ð°Ð¹Ð½Ð¾Ð³Ð¾ Ð¿Ð¾Ð»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Ð°ÑÑÐ¼Ð¾ÑÑÐµÐ½Ñ ÑÐ»ÐµÐ´ÑÑÑÐ¸Ðµ Ð·Ð°Ð´Ð°ÑÐ¸: 1. ÐÑÑÐ»ÐµÐ´Ð¾Ð²Ð°Ð½Ð¸Ðµ Ð½ÐµÑÑÑÐµÐ¹ ÑÐ¿Ð¾ÑÐ¾Ð±Ð½Ð¾ÑÑÐ¸ ÑÐ²Ð°Ð¹ Ð¿Ð¾ Ð³ÑÑÐ½ÑÑ; 2. ÐÑÑÐ»ÐµÐ´Ð¾Ð²Ð°Ð½Ð¸Ðµ Ð½ÐµÑÑÑÐµÐ¹ ÑÐ¿Ð¾ÑÐ¾Ð±Ð½Ð¾ÑÑÐ¸ ÑÐ²Ð°Ð¹ Ð¿Ð¾ Ð¼Ð°ÑÐµÑÐ¸Ð°Ð»Ñ; 3. ÐÑÑÐ»ÐµÐ´Ð¾Ð²Ð°Ð½Ð¸Ðµ ÑÐ´ÐµÐ»ÑÐ½Ð¾Ð¹ ÑÑÑÐµÐºÑÐ¸Ð²Ð½Ð¾ÑÑÐ¸ ÑÐ²Ð°Ð¹Ð½Ð¾Ð³Ð¾ Ð¿Ð¾Ð»Ñ; 4. ÐÐ¾ÑÑÑÐ¾ÐµÐ½Ð¸Ðµ Ð³ÑÐ°ÑÐ¸ÑÐµÑÐºÐ¸Ñ Ð·Ð°Ð²Ð¸ÑÐ¸Ð¼Ð¾ÑÑÐµÐ¹ Ð¸ Ð°Ð½Ð°Ð»Ð¸Ð· Ð¿Ð¾Ð»ÑÑÐµÐ½Ð½ÑÑ ÑÐµÐ·ÑÐ»ÑÑÐ°ÑÐ¾Ð². ÐÐ· ÑÐ°ÑÑÐ¼Ð¾ÑÑÐµÐ½Ð½ÑÑ Ð¿Ð¾Ð¿ÐµÑÐµÑÐ½ÑÑ ÑÐµÑÐµÐ½Ð¸Ð¹ ÑÐ²Ð°Ð¹ Ð½Ð°Ð¸Ð±Ð¾Ð»ÐµÐµ ÑÑÑÐµÐºÑÐ¸Ð²Ð½ÑÐ¼Ð¸ ÑÐ²Ð»ÑÑÑÑÑ Ð¿ÑÑÐ¸ÑÐ³Ð¾Ð»ÑÐ½Ð¾Ðµ Ð¸ ÐºÐ²Ð°Ð´ÑÐ°ÑÐ½Ð¾Ðµ ÑÐµÑÐµÐ½Ð¸Ðµ. Ð¡Ð²Ð°Ð¸ Ð¿ÑÑÐ¸ÑÐ³Ð¾Ð»ÑÐ½Ð¾Ð³Ð¾ ÑÐµÑÐµÐ½Ð¸Ñ Ð¿ÑÐ¸ Ð½Ð°Ð¸Ð±Ð¾Ð»ÑÑÐµÐ¹ ÑÑÑÐµÐºÑÐ¸Ð²Ð½Ð¾ÑÑÐ¸ Ð¾Ð±Ð»Ð°Ð´Ð°ÑÑ Ð½Ð°Ð¸Ð¼ÐµÐ½ÑÑÐµÐ¹ Ð½ÐµÑÑÑÐµÐ¹ ÑÐ¿Ð¾ÑÐ¾Ð±Ð½Ð¾ÑÑÑÑ Ð¸ ÑÐ´ÐµÐ»ÑÐ½Ð¾Ð¹ ÑÑÑÐµÐºÑÐ¸Ð²Ð½Ð¾ÑÑÑÑ ÑÐ²Ð°Ð¹Ð½Ð¾Ð³Ð¾ Ð¿Ð¾Ð»Ñ. Ð¡Ð²Ð°Ð¸ ÐºÐ²Ð°Ð´ÑÐ°ÑÐ½Ð¾Ð³Ð¾, ÐºÑÑÐ³Ð»Ð¾Ð³Ð¾ Ð¸ ÑÐµÑÑÐ¸ÑÐ³Ð¾Ð»ÑÐ½Ð¾Ð³Ð¾ Ð²Ð¸Ð´Ð¾Ð² ÑÐµÑÐµÐ½Ð¸Ð¹ Ð¿Ð¾ÐºÐ°Ð·Ð°Ð»Ð¸ ÑÑÐ°Ð²Ð½Ð¸ÑÐµÐ»ÑÐ½Ð¾ Ð¾Ð´Ð¸Ð½Ð°ÐºÐ¾Ð²ÑÐµ ÑÐµÐ·ÑÐ»ÑÑÐ°ÑÑ Ð¿Ð¾ ÑÑÑÐµÐºÑÐ¸Ð²Ð½Ð¾ÑÑÐ¸. ÐÐ°Ð¸Ð±Ð¾Ð»ÑÑÐµÐ¹ Ð½ÐµÑÑÑÐµÐ¹ ÑÐ¿Ð¾ÑÐ¾Ð±Ð½Ð¾ÑÑÑÑ Ð¿Ð¾ Ð³ÑÑÐ½ÑÑ Ð¸ Ð¼Ð°ÑÐµÑÐ¸Ð°Ð»Ñ, Ð° ÑÐ°ÐºÐ¶Ðµ ÑÐ´ÐµÐ»ÑÐ½Ð¾Ð¹ ÑÑÑÐµÐºÑÐ¸Ð²Ð½Ð¾ÑÑÑÑ ÑÐ²Ð°Ð¹Ð½Ð¾Ð³Ð¾ Ð¿Ð¾Ð»Ñ Ð¾Ð±Ð»Ð°Ð´Ð°ÑÑ Ð·Ð°Ð±Ð¸Ð²Ð½ÑÐµ ÑÐ²Ð°Ð¸ ÐºÐ²Ð°Ð´ÑÐ°ÑÐ½Ð¾Ð³Ð¾ Ð¿Ð¾Ð¿ÐµÑÐµÑÐ½Ð¾Ð³Ð¾ ÑÐµÑÐµÐ½Ð¸Ñ. ÐÐ°Ð±Ð¸Ð²Ð½ÑÐµ ÑÐ²Ð°Ð¸ ÑÐ°ÑÑÐ¼Ð¾ÑÑÐµÐ½Ð½ÑÑ ÑÐµÑÐµÐ½Ð¸Ð¹ Ð½Ð°Ð¸Ð±Ð¾Ð»ÐµÐµ ÑÑÑÐµÐºÑÐ¸Ð²Ð½Ñ Ð½Ð° Ð³Ð»ÑÐ±Ð¸Ð½Ð°Ñ Ð·Ð°Ð»Ð¾Ð¶ÐµÐ½Ð¸Ñ Ð´Ð¾ 14 Ð¼, Ð¿ÑÐ¸ ÑÑÐ¾Ð¼ Ð¾Ð¿ÑÐ¸Ð¼Ð°Ð»ÑÐ½Ð¾Ð¹ Ð´Ð»Ð¸Ð½Ð¾Ð¹ ÑÐ²Ð°Ð¸ ÑÐ²Ð»ÑÐµÑÑÑ Ð´Ð»Ð¸Ð½Ð° Ð² 9 Ð¼.
description: The theme of the final qualification work: Â«26-storeyed hotel building with underground parking in St. PetersburgÂ». The development of the project documentation was made in accordance with the design assignment and 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» (as amended on May 6, 2023). The purpose of the research part is to evaluate the efficiency of driven piles of various cross-sectional shapes by bearing capacity of soil and material, relative efficiency of the pile field. To achieve this purpose, the following tasks were considered: 1. Research of pile bearing capacity of soil; 2. Research of pile bearing capacity of material; 3. Research of the relative efficiency of the pile field; 4. Creation of dependence graphs and analysis of the results. Of the cross sections of piles considered, pentagonal and square sections are the most effective. Piles of pentagonal cross-section have the highest efficiency, but the lowest bearing capacity and relative efficiency of pile field. Piles of square, round, and hexagonal cross-sections showed relatively similar efficiency results. Driven piles of square cross-section have the greatest bearing capacity of the soil and material, as well as the relative efficiency of the pile field. Driven piles of the considered cross-sections are the most effective at laying depths up to 14 m, while the optimal length of the pile is 9 m long.