title: ÐÐ´Ð°Ð½Ð¸Ðµ Ð±Ð¸Ð·Ð½ÐµÑ-ÑÐµÐ½ÑÑÐ° Ð²ÑÑÐ¾ÑÐ¾Ð¹ 110 Ð¼ÐµÑÑÐ¾Ð² Ñ ÑÐ°Ð·Ð½ÑÐ¼Ð¸ Ð²ÑÑÐ¾ÑÐ½ÑÐ¼Ð¸ ÑÑÐ¾Ð²Ð½ÑÐ¼Ð¸
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 110 m with different height levels
Creators: name: Ð¥ÑÐ°Ð¼ÑÐ¾Ð², ÐÐ¸ÐºÐ¸Ñ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¿ÑÑ
Ð¿Ð»Ð¸ÑÐ½Ð¾-ÑÐ²Ð°Ð¹Ð½ÑÐ¹ ÑÑÐ½Ð´Ð°Ð¼ÐµÐ½Ñ
ÑÑ ÐµÐ¼Ð° Ð»Ð¸Ð½ÐµÐ¹Ð½Ð¾-Ð´ÐµÑÐ¾ÑÐ¼Ð¸ÑÑÐµÐ¼Ð¾Ð³Ð¾ Ð¾ÑÐ½Ð¾Ð²Ð°Ð½Ð¸Ñ
ÑÑ ÐµÐ¼Ð° Ð³Ð¸Ð¿Ð¾ÑÐµÐ·Ñ Ð¼ÐµÑÑÐ½ÑÑ ÑÐ¿ÑÑÐ³Ð¸Ñ Ð´ÐµÑÐ¾ÑÐ¼Ð°ÑÐ¸Ð¹
Ð¸Ð·Ð¾Ð¿Ð¾Ð»Ñ Ð°ÑÐ¼Ð¸ÑÐ¾Ð²Ð°Ð½Ð¸Ñ ÑÐ¾ÑÑÐ²ÐµÑÐºÐ°
plate-piled foundation
scheme of linear-deformable basic
scheme of the hypothesis of local elastic deformations
foundation reinforcement isofield

description: Ð Ð´Ð¸Ð¿Ð»Ð¾Ð¼Ð½Ð¾Ð¹ ÑÐ°Ð±Ð¾ÑÐµ Ð±ÑÐ» Ð·Ð°Ð¿ÑÐ¾ÐµÐºÑÐ¸ÑÐ¾Ð²Ð°Ð½ 25-ÑÑÐ°Ð¶Ð½ÑÐ¹ Ð±Ð¸Ð·Ð½ÐµÑ-ÑÐµÐ½ÑÑ Ð²ÑÑÐ¾ÑÐ¾Ð¹ 110 Ð¼ÐµÑÑÐ¾Ð², Ñ Ð´Ð²ÑÑÑÑÐ¾Ð²Ð½ÐµÐ²Ð¾Ð¹ Ð¿Ð¾Ð´Ð·ÐµÐ¼Ð½Ð¾Ð¹ Ð°Ð²ÑÐ¾ÑÑÐ¾ÑÐ½ÐºÐ¾Ð¹ Ð¸ Ð·Ð°Ð¿ÑÐ¾ÐµÐºÑÐ¸ÑÐ¾Ð²Ð°Ð½ Ð¿Ð»Ð¸ÑÐ½Ð¾-ÑÐ²Ð°Ð¹Ð½ÑÐ¹ ÑÑÐ½Ð´Ð°Ð¼ÐµÐ½Ñ. Ð ÑÐ¾Ð´Ðµ ÑÐ°Ð±Ð¾ÑÑ Ð±ÑÐ»Ð¸ Ð¿Ð¾ÑÑÐ°Ð²Ð»ÐµÐ½Ñ Ð¸ ÑÐµÑÐµÐ½Ñ ÑÐ°ÐºÐ¸Ðµ Ð·Ð°Ð´Ð°ÑÐ¸, ÐºÐ°Ðº: 1. ÐÑÐ¾Ð²ÐµÑÑÐ¸ ÑÑÐ°Ð²Ð½Ð¸ÑÐµÐ»ÑÐ½Ð¾Ðµ Ð¸ÑÑÐ»ÐµÐ´Ð¾Ð²Ð°Ð½Ð¸Ðµ ÑÐ°ÑÑÐµÑÐ° Ð¾ÑÐ°Ð´ÐºÐ¸ Ð²ÑÑÐ¾ÑÐ½Ð¾Ð³Ð¾ Ð·Ð´Ð°Ð½Ð¸Ñ Ð¿ÑÐ¸ ÑÑÑÑÐ¾Ð¹ÑÑÐ²Ðµ Ð¿Ð»Ð¸ÑÐ½Ð¾Ð³Ð¾ ÑÑÐ½Ð´Ð°Ð¼ÐµÐ½ÑÐ° Ñ Ð¿Ð¾Ð¼Ð¾ÑÑÑ ÑÑÐµÐ¼Ñ Ð»Ð¸Ð½ÐµÐ¹Ð½Ð¾-Ð´ÐµÑÐ¾ÑÐ¼Ð¸ÑÑÐµÐ¼Ð¾Ð³Ð¾ Ð¾ÑÐ½Ð¾Ð²Ð°Ð½Ð¸Ñ Ð¸ Ð³Ð¸Ð¿Ð¾ÑÐµÐ·Ñ Ð¼ÐµÑÑÐ½ÑÑ ÑÐ¿ÑÑÐ³Ð¸Ñ Ð´ÐµÑÐ¾ÑÐ¼Ð°ÑÐ¸Ð¹. 2. Ð¡ÑÐ¾ÑÐ¼Ð¸ÑÐ¾Ð²Ð°ÑÑ Ð·Ð°ÐºÐ»ÑÑÐµÐ½Ð¸Ñ Ð¿Ð¾ Ð²ÑÐ±Ð¾ÑÑ Ð¾Ð¿ÑÐ¸Ð¼Ð°Ð»ÑÐ½Ð¾Ð¹ ÐºÐ¾Ð½ÑÐµÐ¿ÑÐ¸Ð¸ ÑÐ°ÑÑÐµÑÐ° Ð¿Ð»Ð¸ÑÐ½Ð¾- ÑÐ²Ð°Ð¹Ð½Ð¾Ð³Ð¾ ÑÑÐ½Ð´Ð°Ð¼ÐµÐ½ÑÐ° ÐÐ° Ð¾ÑÐ½Ð¾Ð²Ðµ Ð¿ÑÐ¾Ð´ÐµÐ»Ð°Ð½Ð½Ð¾Ð¹ ÑÐ°Ð±Ð¾ÑÑ Ð±ÑÐ»Ð¸ Ð¿Ð¾Ð»ÑÑÐµÐ½Ñ ÑÐ»ÐµÐ´ÑÑÑÐ¸Ðµ ÑÐµÐ·ÑÐ»ÑÑÐ°ÑÑ: - Ð¿ÑÐ¾Ð²ÐµÐ´Ñ ÑÐ°ÑÑÐµÑÑ Ð¸Ð·Ð¾Ð¿Ð¾Ð»ÐµÐ¹ Ð°ÑÐ¼Ð¸ÑÐ¾Ð²Ð°Ð½Ð¸Ñ, ÑÐ°ÑÑÐµÑÐ½Ð°Ñ ÑÑÐµÐ¼Ð° Ð² Ð²Ð¸Ð´Ðµ Ð»Ð¸Ð½ÐµÐ¹Ð½Ð¾- Ð´ÐµÑÐ¾ÑÐ¼Ð¸ÑÑÐµÐ¼Ð¾Ð³Ð¾ Ð¾ÑÐ½Ð¾Ð²Ð°Ð½Ð¸Ñ, Ñ Ð·Ð°Ð´Ð°Ð½Ð¸ÐµÐ¼ Ð¾Ð±ÑÐµÐ¼Ð½Ð¾Ð³Ð¾ Ð³ÑÑÐ½ÑÐ° ÑÐ²Ð»ÑÐµÑÑÑ Ð±Ð¾Ð»ÐµÐµ Ð¾Ð¿ÑÐ¸Ð¼Ð°Ð»ÑÐ½Ð¾Ð¹ Ð¸ ÑÐºÐ¾Ð½Ð¾Ð¼Ð¸ÑÐ½Ð¾Ð¹, Ð¸Ð·-Ð·Ð° Ð¾ÑÑÑÑÑÑÐ²Ð¸Ñ Ð±Ð¾Ð»ÑÑÐ¸Ñ ÑÑÐ°ÑÑÐºÐ¾Ð² ÑÑÐ¸Ð»ÐµÐ½Ð¸Ñ. - ÑÐ¾Ð³Ð»Ð°ÑÐ½Ð¾ ÑÐ°ÑÑÐµÑÐ°Ð¼ Ð¸ Ð¼ÐµÑÐ¾Ð´Ð¸ÑÐµÑÐºÐ¾Ð¹ Ð»Ð¸ÑÐµÑÐ°ÑÑÑÐµ, ÑÑÐ¾ÑÐ¼ÑÐ»Ð¸ÑÐ¾Ð²Ð°Ð½Ñ ÑÐµÐºÐ¾Ð¼ÐµÐ½Ð´Ð°ÑÐ¸Ð¸ Ð¿Ð¾ Ð²ÑÐ±Ð¾ÑÑ Ð¾Ð¿ÑÐ¸Ð¼Ð°Ð»ÑÐ½Ð¾Ð¹ ÐºÐ¾Ð½ÑÐµÐ¿ÑÐ¸Ð¸ ÑÐ°ÑÑÐµÑÐ°.
description: In the thesis, a 25-storey business center 110 meters high was designed, with a two-level underground parking lot, and a slab-piled foundation was designed. In the course of the work, the following tasks were set and solved: 1. Conduct a comparative study of calculating the settlement of a high-rise building when constructing a slab foundation using a linearly deformable foundation scheme and the hypothesis of local elastic deformations. 2. Form conclusions on the choice of the optimal concept for calculating the slab-pile foundation Based on the work done, the following results were obtained: - having carried out calculations of reinforcement isofields, the design scheme in the form of a linearly deformable base, with the assignment of bulk soil, is more optimal and economical, due to the absence of large areas of reinforcement. - according to the calculations and methodological literature, recommendations are formulated for choosing the optimal calculation concept.