title: 15-ÑÑÐ°Ð¶Ð½ÑÐ¹ Ð½Ð°ÑÑÐ½Ð¾-Ð¸ÑÑÐ»ÐµÐ´Ð¾Ð²Ð°ÑÐµÐ»ÑÑÐºÐ¸Ð¹ ÑÐµÐ½ÑÑ Ð½Ð° ÑÐ²Ð°Ð¹Ð½Ð¾-Ð¿Ð»Ð¸ÑÐ½Ð¾Ð¼ ÑÑÐ½Ð´Ð°Ð¼ÐµÐ½ÑÐµ
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: 15-storey research center on pile-slab foundation
Creators: name: ÐÑÑÑÐµÐ², ÐÐ»ÐµÐºÑÐµÐ¹
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: 2020
Subjects: ÑÐ²Ð°Ð¹Ð½Ð¾-Ð¿Ð»Ð¸ÑÐ½Ð¾Ðµ Ð¾ÑÐ½Ð¾Ð²Ð°Ð½Ð¸Ðµ
Ð¶ÐµÐ»ÐµÐ·Ð¾Ð±ÐµÑÐ¾Ð½Ð½ÑÐµ ÐºÐ¾Ð½ÑÑÑÑÐºÑÐ¸Ð¸
Ð½Ð°ÑÑÐ½Ð¾-Ð¸ÑÑÐ»ÐµÐ´Ð¾Ð²Ð°ÑÐµÐ»ÑÑÐºÐ¸Ð¹ Ð¸Ð½ÑÑÐ¸ÑÑÑ
Ð·Ð°Ð±Ð¸Ð²Ð½ÑÐµ ÑÐ²Ð°Ð¸
ÑÐ°ÑÑÐµÑ Ð² scad office
pile-plate base
reinforced concrete structure
research institute
scoring piles
scad office calculation

description: Ð¢ÐµÐ¼Ð° Ð²ÑÐ¿ÑÑÐºÐ½Ð¾Ð¹ ÐºÐ²Ð°Ð»Ð¸ÑÐ¸ÐºÐ°ÑÐ¸Ð¾Ð½Ð½Ð¾Ð¹ ÑÐ°Ð±Ð¾ÑÑ: Â«15-ÑÑÐ°Ð¶Ð½ÑÐ¹ Ð½Ð°ÑÑÐ½Ð¾-Ð¸ÑÑÐ»ÐµÐ´Ð¾Ð²Ð°ÑÐµÐ»ÑÑÐºÐ¸Ð¹ ÑÐµÐ½ÑÑ Ð½Ð° ÑÐ²Ð°Ð¹Ð½Ð¾-Ð¿Ð»Ð¸ÑÐ½Ð¾Ð¼ ÑÑÐ½Ð´Ð°Ð¼ÐµÐ½ÑÐµÂ» 
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- ÐÑÐ¿Ð¾Ð»Ð½Ð¸ÑÑ ÑÐ°ÑÑÐµÑ ÑÐ²Ð°Ð¹Ð½Ð¾-Ð¿Ð»Ð¸ÑÐ½Ð¾Ð³Ð¾ Ð¾ÑÐ½Ð¾Ð²Ð°Ð½Ð¸Ñ Ð¿Ð¾ Ð°ÐºÑÑÐ°Ð»ÑÐ½ÑÐ¼ ÑÑÑÐ¾Ð¸ÑÐµÐ»ÑÐ½ÑÐ¼Ð¸ Ð½Ð¾ÑÐ¼Ð°Ð¼;
- Ð¡ Ð¿Ð¾Ð¼Ð¾ÑÑÑ Ð¼Ð°ÑÐµÐ¼Ð°ÑÐ¸ÑÐµÑÐºÐ¾Ð¹ Ð¼Ð¾Ð´ÐµÐ»Ð¸ Ð·Ð´Ð°Ð½Ð¸Ñ, Ð¿ÑÐ¾Ð°Ð½Ð°Ð»Ð¸Ð·Ð¸ÑÐ¾Ð²Ð°ÑÑ ÑÐµÐ·ÑÐ»ÑÑÐ°ÑÑ Ð¼Ð¾Ð´ÐµÐ»Ð¸ÑÐ¾Ð²Ð°Ð½Ð¸Ñ ÑÐ²Ð°Ð¹Ð½Ð¾-Ð¿Ð»Ð¸ÑÐ½Ð¾Ð³Ð¾ Ð¾ÑÐ½Ð¾Ð²Ð°Ð½Ð¸Ñ;
- Ð¡Ð¾ÑÑÐ°Ð²Ð¸ÑÑ ÑÐ¼ÐµÑÐ½ÑÐµ ÑÐ°ÑÑÐµÑÑ Ð´Ð»Ñ ÐºÐ°Ð¶Ð´Ð¾Ð³Ð¾ Ð²Ð°ÑÐ¸Ð°Ð½ÑÐ° Ð¸ÑÐ¿Ð¾Ð»Ð½ÐµÐ½Ð¸Ñ ÑÐ²Ð°Ð¹Ð½Ð¾-Ð¿Ð»Ð¸ÑÐ½Ð¾Ð³Ð¾ Ð¾ÑÐ½Ð¾Ð²Ð°Ð½Ð¸Ñ;
- ÐÑÐ±ÑÐ°ÑÑ Ð½Ð°Ð¸Ð±Ð¾Ð»ÐµÐµ ÑÐµÐ»ÐµÑÐ¾Ð¾Ð±ÑÐ°Ð·Ð½ÑÐ¹ Ð²Ð°ÑÐ¸Ð°Ð½Ñ ÑÑÑÑÐ¾Ð¹ÑÑÐ²Ð° ÑÐ²Ð°Ð¹Ð½Ð¾-Ð¿Ð»Ð¸ÑÐ½Ð¾Ð³Ð¾ Ð¾ÑÐ½Ð¾Ð²Ð°Ð½Ð¸Ñ.

ÐÐ»Ñ Ð²ÑÐ±Ð¾ÑÐ° Ð½Ð°Ð¸Ð±Ð¾Ð»ÐµÐµ Ð¾Ð¿ÑÐ¸Ð¼Ð°Ð»ÑÐ½Ð¾Ð³Ð¾ Ð²Ð°ÑÐ¸Ð°Ð½ÑÐ° Ð¸ÑÐ¿Ð¾Ð»Ð½ÐµÐ½Ð¸Ñ ÑÐ²Ð°Ð¹Ð½Ð¾-Ð¿Ð»Ð¸ÑÐ½Ð¾Ð³Ð¾ Ð¾ÑÐ½Ð¾Ð²Ð°Ð½Ð¸Ñ, Ð±ÑÐ»Ð° Ð¿Ð¾ÑÑÑÐ¾ÐµÐ½Ð° Ð°Ð½Ð°Ð»Ð¸ÑÐ¸ÑÐµÑÐºÐ°Ñ Ð¼Ð¾Ð´ÐµÐ»Ñ Ð² ÑÐ°ÑÑÐµÑÐ½Ð¾Ð¼ ÐºÐ¾Ð¼Ð¿Ð»ÐµÐºÑÐµ SCAD Office Ð¸ ÑÐ°ÑÑÑÐ¸ÑÐ°Ð½Ñ ÑÐ¼ÐµÑÐ½ÑÐµ ÑÑÐ¾Ð¸Ð¼Ð¾ÑÑÐ¸ Ð¸ÑÐ¿Ð¾Ð»Ð½ÐµÐ½Ð¸Ñ Ð²ÑÐµÑ Ð²Ð°ÑÐ¸Ð°Ð½ÑÐ¾Ð² ÑÐ²Ð°Ð¹Ð½Ð¾-Ð¿Ð»Ð¸ÑÐ½Ð¾Ð³Ð¾ Ð¾ÑÐ½Ð¾Ð²Ð°Ð½Ð¸Ñ. 
Ð ÑÐµÐ·ÑÐ»ÑÑÐ°ÑÐµ Ð¿ÑÐ¾Ð²ÐµÐ´ÐµÐ½Ð½Ð¾Ð¹ ÑÐ°Ð±Ð¾ÑÑ, ÑÐ°Ð¼ÑÐ¼ ÑÑÑÐµÐºÑÐ¸Ð²Ð½ÑÐ¼ Ð²Ð°ÑÐ¸Ð°Ð½ÑÐ¾Ð¼ Ð¸ÑÐ¿Ð¾Ð»Ð½ÐµÐ½Ð¸Ñ ÑÐ²Ð°Ð¹Ð½Ð¾-Ð¿Ð»Ð¸ÑÐ½Ð¾Ð³Ð¾ Ð¾ÑÐ½Ð¾Ð²Ð°Ð½Ð¸Ñ, Ð±ÑÐ» Ð²ÑÐ±ÑÐ°Ð½ ÑÐ¿Ð¾ÑÐ¾Ð± Ð¸ÑÐ¿Ð¾Ð»ÑÐ·Ð¾Ð²Ð°Ð½Ð½ÑÐ¹ Ð² ÑÐ°Ð±Ð¾ÑÐµ Ð² ÑÐ°Ð·Ð´ÐµÐ»Ðµ ÐÐ .
description: The purpose of the work is to select the most optimal version of the pile-slab base, using scoring piles of different dimensions. To do this, you must: 
â¢ Calculate the pile-tile base according to the current building codes;
â¢ Using the mathematical model of the building, analyze the results of modeling the pile-tile base;
â¢ Make estimates for each version of pile-plate base;
â¢ Select the most appropriate version of the pile-tile base device.

In order to select the most optimal version of the pile-tile base, an analytical model was built in the SCAD Office calculation complex and estimated costs of execution of all versions of the pile-tile base were calculated. 
As a result of the work carried out, the method used in the project was chosen as the most effective embodiment of the pile-plate base.