title: ÐÐ½Ð¾Ð³Ð¾ÑÑÐ½ÐºÑÐ¸Ð¾Ð½Ð°Ð»ÑÐ½Ð¾Ðµ Ð¾Ð±ÑÐµÑÑÐ²ÐµÐ½Ð½Ð¾Ðµ Ð·Ð´Ð°Ð½Ð¸Ðµ 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° ÑÐ¿ÐµÑÐ¸Ð°Ð»Ð¸ÑÑÐ°
titleType: Subtitle
title: Multifunctional public building with underground parking
Creators: name: ÐÑÐºÐ¾Ð², ÐÐ²Ð³ÐµÐ½Ð¸Ð¹
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: 2021
Subjects: Ð¼Ð½Ð¾Ð³Ð¾ÑÑÐ°Ð¶Ð½Ð¾Ðµ Ð·Ð´Ð°Ð½Ð¸Ðµ
Ð¾Ð±ÑÐµÑÑÐ²ÐµÐ½Ð½Ð¾Ðµ Ð·Ð´Ð°Ð½Ð¸Ðµ
Ð¶ÐµÐ»ÐµÐ·Ð¾Ð±ÐµÑÐ¾Ð½Ð½ÑÐ¹ ÐºÐ°ÑÐºÐ°Ñ
ÑÐ²Ð°Ð¹Ð½ÑÐ¹ ÑÑÐ½Ð´Ð°Ð¼ÐµÐ½Ñ
Ð¾ÑÐ½Ð¾Ð²Ð°Ð½Ð¸Ðµ-ÑÑÐ½Ð´Ð°Ð¼ÐµÐ½Ñ
multi-storey building
public building
reinforced concrete frame
pile foundation
footing-foundation

description: ÐÐ°Ð½Ð½Ð°Ñ ÑÐ°Ð±Ð¾ÑÐ° Ð¿Ð¾ÑÐ²ÑÑÐµÐ½Ð° Ð¾Ð¿ÑÐµÐ´ÐµÐ»ÐµÐ½Ð¸Ñ Ð½Ð°Ð¿ÑÑÐ¶ÐµÐ½Ð½Ð¾-Ð´ÐµÑÐ¾ÑÐ¼Ð¸ÑÐ¾Ð²Ð°Ð½Ð½Ð¾Ð³Ð¾ ÑÐ¾ÑÑÐ¾ÑÐ½Ð¸Ñ ÑÐ²Ð°Ð¹Ð½Ð¾Ð³Ð¾ ÑÑÐ½Ð´Ð°Ð¼ÐµÐ½ÑÐ° Ð¿ÑÐ¸ ÐµÐ³Ð¾ Ð²Ð·Ð°Ð¸Ð¼Ð¾Ð´ÐµÐ¹ÑÑÐ²Ð¸Ð¸ Ñ Ð³ÑÑÐ½ÑÐ¾Ð²ÑÐ¼ Ð¾ÑÐ½Ð¾Ð²Ð°Ð½Ð¸ÐµÐ¼. ÐÐ»Ñ Ð³Ð¾ÑÐ¾Ð´Ð° Ð¡Ð°Ð½ÐºÑ-ÐÐµÑÐµÑÐ±ÑÑÐ³Ð° ÑÐ°ÑÐ°ÐºÑÐµÑÐ½Ñ ÑÐ»Ð¾Ð¶Ð½ÑÐµ Ð³ÐµÐ¾Ð»Ð¾Ð³Ð¸ÑÐµÑÐºÐ¸Ðµ ÑÑÐ»Ð¾Ð²Ð¸Ñ, ÑÑÐ¾ ÑÑÐµÐ±ÑÐµÑ Ð³ÑÐ°Ð¼Ð¾ÑÐ½Ð¾Ð³Ð¾ ÑÐ°ÑÑÐµÑÐ° ÑÐ¾Ð²Ð¼ÐµÑÑÐ½Ð¾Ð¹ ÑÐ°Ð±Ð¾ÑÑ ÑÑÐ½Ð´Ð°Ð¼ÐµÐ½ÑÐ° Ð¸ Ð¾ÑÐ½Ð¾Ð²Ð°Ð½Ð¸Ñ. ÐÐ°Ð´Ð°ÑÐ¸, ÐºÐ¾ÑÐ¾ÑÑÐµ ÑÐµÑÐ°Ð»Ð¸ÑÑ Ð² ÑÐ¾Ð´Ðµ Ð¸ÑÑÐ»ÐµÐ´Ð¾Ð²Ð°Ð½Ð¸Ñ: 1. ÐÑÐ¿Ð¾Ð»Ð½ÐµÐ½Ð¸Ðµ ÑÐ°ÑÑÐµÑÐ° ÑÐ²Ð°Ð¹Ð½Ð¾Ð³Ð¾ ÑÑÐ½Ð´Ð°Ð¼ÐµÐ½ÑÐ° Ð¿Ð¾ Ð²Ð¸Ð½ÐºÐ»ÐµÑÐ¾Ð²ÑÐºÐ¾Ð¹ Ð¼Ð¾Ð´ÐµÐ»Ð¸; 2. ÐÑÐ¿Ð¾Ð»Ð½ÐµÐ½Ð¸Ðµ ÑÐ°ÑÑÐµÑÐ° ÑÐ²Ð°Ð¹Ð½Ð¾Ð³Ð¾ ÑÑÐ½Ð´Ð°Ð¼ÐµÐ½ÑÐ° Ð¿Ð¾ Ð¼Ð¾Ð´ÐµÐ»Ð¸ Ð»Ð¸Ð½ÐµÐ¹Ð½Ð¾-Ð´ÐµÑÐ¾ÑÐ¼Ð¸ÑÑÐµÐ¼Ð¾Ð³Ð¾ Ð¾ÑÐ½Ð¾Ð²Ð°Ð½Ð¸Ñ; 3. ÐÐ½Ð°Ð»Ð¸Ð· ÑÐµÐ·ÑÐ»ÑÑÐ°ÑÐ¾Ð² ÑÐ°ÑÑÐµÑÐ¾Ð² Ð¸ Ð¾Ð¿ÑÐµÐ´ÐµÐ»ÐµÐ½Ð¸Ðµ Ð½Ð°Ð¸Ð±Ð¾Ð»ÐµÐµ Ð¿ÑÐµÐ´Ð¿Ð¾ÑÑÐ¸ÑÐµÐ»ÑÐ½Ð¾Ð¹ Ð¼Ð¾Ð´ÐµÐ»Ð¸. Ð ÑÐ°Ð¼ÐºÐ°Ñ ÑÐ°Ð±Ð¾ÑÑ Ð¿ÑÐ¾Ð¸Ð·Ð²ÐµÐ´ÐµÐ½ ÑÑÐ°ÑÐ¸ÑÐµÑÐºÐ¸Ð¹ ÑÐ°ÑÑÐµÑ Ð¼Ð¾Ð´ÐµÐ»Ð¸ Ð·Ð´Ð°Ð½Ð¸Ñ Ñ Ð´Ð²ÑÐ¼Ñ Ð²Ð°ÑÐ¸Ð°Ð½ÑÐ°Ð¼Ð¸ Ð¼Ð¾Ð´ÐµÐ»Ð¸ÑÐ¾Ð²Ð°Ð½Ð¸Ñ ÑÐ¾Ð²Ð¼ÐµÑÑÐ½Ð¾Ð¹ ÑÐ°Ð±Ð¾ÑÑ Ð¾ÑÐ½Ð¾Ð²Ð°Ð½Ð¸Ñ Ð¸ ÑÑÐ½Ð´Ð°Ð¼ÐµÐ½ÑÐ°: Ð¿Ð¾ Ð²Ð¸Ð½ÐºÐ»ÐµÑÐ¾Ð²ÑÐºÐ¾Ð¹ Ð¼Ð¾Ð´ÐµÐ»Ð¸ Ð¸ Ð¿Ð¾ Ð¼Ð¾Ð´ÐµÐ»Ð¸ Ð»Ð¸Ð½ÐµÐ¹Ð½Ð¾-Ð´ÐµÑÐ¾ÑÐ¼Ð¸ÑÐ¾Ð²Ð°Ð½Ð½Ð¾Ð³Ð¾ Ð¿Ð¾Ð»ÑÐ¿ÑÐ¾ÑÑÑÐ°Ð½ÑÑÐ²Ð°. ÐÐ¾ ÑÐµÐ·ÑÐ»ÑÑÐ°ÑÐ°Ð¼ ÑÐ°ÑÑÐµÑÐ° Ð±ÑÐ»Ð¾ Ð²ÑÐ¿Ð¾Ð»Ð½ÐµÐ½Ð¾ ÑÑÐ°Ð²Ð½ÐµÐ½Ð¸Ðµ Ð´ÐµÑÐ¾ÑÐ¼Ð°ÑÐ¸Ð¹ ÑÐ¾ÑÑÐ²ÐµÑÐºÐ°, ÐµÐ³Ð¾ Ð°ÑÐ¼Ð¸ÑÐ¾Ð²Ð°Ð½Ð¸Ñ, ÑÑÐ¸Ð»Ð¸Ð¹ Ð² ÑÐ²Ð°ÑÑ, Ð¸Ñ ÑÐ°ÑÐ¿ÑÐµÐ´ÐµÐ»ÐµÐ½Ð¸Ð¸, Ð° ÑÐ°ÐºÐ¶Ðµ ÑÑÐ¸Ð»Ð¸Ð¹ Ð² ÐºÐ¾Ð»Ð¾Ð½Ð½Ð°Ñ Ð²ÑÐ¾ÑÐ¾Ð³Ð¾ Ð¿Ð¾Ð´Ð·ÐµÐ¼Ð½Ð¾Ð³Ð¾ ÑÑÐ°Ð¶Ð°. ÐÑÑÐ²Ð»ÐµÐ½Ð¾, ÑÑÐ¾ Ð¾Ð±Ðµ Ð¼Ð¾Ð´ÐµÐ»Ð¸ Ð´Ð°ÑÑ Ð±Ð»Ð¸Ð·ÐºÐ¸Ðµ Ð·Ð½Ð°ÑÐµÐ½Ð¸Ñ ÑÑÐ¸Ð»Ð¸Ð¹ Ð¸ Ð´ÐµÑÐ¾ÑÐ¼Ð°ÑÐ¸Ð¹. Ð ÐµÐºÐ¾Ð¼ÐµÐ½Ð´Ð¾Ð²Ð°Ð½ ÑÑÐµÑ ÑÐµÐ·ÑÐ»ÑÑÐ°ÑÐ¾Ð² Ð¾Ð±ÐµÐ¸Ñ Ð¼Ð¾Ð´ÐµÐ»ÐµÐ¹ ÑÐ¾Ð²Ð¼ÐµÑÑÐ½Ð¾Ð¹ ÑÐ°Ð±Ð¾ÑÑ Ð·Ð´Ð°Ð½Ð¸Ñ Ð¸ Ð¾ÑÐ½Ð¾Ð²Ð°Ð½Ð¸Ñ.
description: This work is devoted to determining of strain-stress state of pile foundation during its work with ground footing. The city of St. Petersburg is characterized by complicated geological conditions, which requires a competent calculation of the joint work of the foundation and the foundation.Tasks that were solved during the research: 1. Performing the calculation of the pile foundation according to the Winkler model; 2. Performing the calculation of the pile foundation according to the model of a linearly deformable footing; 3. Analysis of the calculation results and determination of the most preferred model. As part of the work, a static calculation of the building model was performed with two variants of modeling the joint work of the footing and the foundation: according to the Winkler model and according to the model of a linearly deformed half-space. According to the results of the calculation, the deformations of the grillage, its reinforcement, the forces in the piles, their distribution, as well as the forces in the columns of the second underground floor were compared. It is revealed that both models are characterized by equal values of forces and deformations. It is recommended to take into account the results of both models.