title: ÐÐ´Ð°Ð½Ð¸Ðµ Ð±Ð¸Ð·Ð½ÐµÑ-ÑÐµÐ½ÑÑÐ° Ñ Ð·Ð°Ð³Ð»ÑÐ±Ð»ÐµÐ½Ð½Ð¾Ð¹ Ð¿Ð¾Ð´Ð·ÐµÐ¼Ð½Ð¾Ð¹ ÑÐ°ÑÑÑÑ Ð½Ð° 17,6 Ð¼
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: Business center building with 17.6 meters deep underground part
Creators: name: Ð¤ÑÑÑÐ¾Ð²Ð°, ÐÐ°ÑÐ¸Ñ
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: Ð¾Ð³ÑÐ°Ð¶Ð´ÐµÐ½Ð¸Ðµ ÐºÐ¾ÑÐ»Ð¾Ð²Ð°Ð½Ð°
ÑÐ¿ÑÐ½ÑÐ¾Ð²Ð¾Ðµ Ð¾Ð³ÑÐ°Ð¶Ð´ÐµÐ½Ð¸Ðµ
ÑÑÐ°Ð½ÑÐµÐ¹Ð½Ð°Ñ "ÑÑÐµÐ½Ð° Ð² Ð³ÑÑÐ½ÑÐµ"
ÑÐ²Ð°Ð¹Ð½Ð°Ñ "ÑÑÐµÐ½Ð° Ð² Ð³ÑÑÐ½ÑÐµ"
Ð±ÑÑÐ¾ÑÐµÐºÑÑÐ¸Ðµ ÑÐ²Ð°Ð¸
ÑÐµÑ Ð½Ð¸ÐºÐ¾-ÑÐºÐ¾Ð½Ð¾Ð¼Ð¸ÑÐµÑÐºÐ¾Ðµ ÑÑÐ°Ð²Ð½ÐµÐ½Ð¸Ðµ
excavation wall
enclosing sheeting
trench slurry wall
pile slurry wall
secant piles
techno-economic comparison

description: Ð¢ÐµÐ¼Ð° Ð²ÑÐ¿ÑÑÐºÐ½Ð¾Ð¹ ÐºÐ²Ð°Ð»Ð¸ÑÐ¸ÐºÐ°ÑÐ¸Ð¾Ð½Ð½Ð¾Ð¹ ÑÐ°Ð±Ð¾ÑÑ: Â«ÐÐ´Ð°Ð½Ð¸Ðµ Ð±Ð¸Ð·Ð½ÐµÑ-ÑÐµÐ½ÑÑÐ° Ñ Ð·Ð°Ð³Ð»ÑÐ±Ð»ÐµÐ½Ð½Ð¾Ð¹ Ð¿Ð¾Ð´Ð·ÐµÐ¼Ð½Ð¾Ð¹ ÑÐ°ÑÑÑÑ Ð½Ð° 17,6 Ð¼Â». Ð¦ÐµÐ»ÑÑ Ð´Ð°Ð½Ð½Ð¾Ð¹ Ð²ÑÐ¿ÑÑÐºÐ½Ð¾Ð¹ ÐºÐ²Ð°Ð»Ð¸ÑÐ¸ÐºÐ°ÑÐ¸Ð¾Ð½Ð½Ð¾Ð¹ ÑÐ°Ð±Ð¾ÑÑ ÑÐ²Ð»ÑÐµÑÑÑ ÑÐ°Ð·ÑÐ°Ð±Ð¾ÑÐºÐ° Ð¿ÑÐ¾ÐµÐºÑÐ½Ð¾Ð¹ Ð´Ð¾ÐºÑÐ¼ÐµÐ½ÑÐ°ÑÐ¸Ð¸ Ð½Ð° Ð¾Ð±ÑÐµÐºÑ ÐºÐ°Ð¿Ð¸ÑÐ°Ð»ÑÐ½Ð¾Ð³Ð¾ ÑÑÑÐ¾Ð¸ÑÐµÐ»ÑÑÑÐ²Ð° Ð¸ Ð²ÑÐ±Ð¾Ñ Ð½Ð°Ð¸Ð±Ð¾Ð»ÐµÐµ Ð¾Ð¿ÑÐ¸Ð¼Ð°Ð»ÑÐ½Ð¾Ð¹ ÑÐµÑÐ½Ð¾-Ð»Ð¾Ð³Ð¸Ð¸ Ð¾Ð³ÑÐ°Ð¶Ð´ÐµÐ½Ð¸Ñ Ð³Ð»ÑÐ±Ð¾ÐºÐ¾Ð³Ð¾ ÐºÐ¾ÑÐ»Ð¾Ð²Ð°Ð½Ð°. ÐÐ»Ñ Ð´Ð¾ÑÑÐ¸Ð¶ÐµÐ½Ð¸Ñ Ð¿Ð¾ÑÑÐ°Ð²Ð»ÐµÐ½Ð½Ð¾Ð¹ ÑÐµÐ»Ð¸ Ð±ÑÐ»Ð¸ ÑÐµÑÐµÐ½Ñ ÑÐ»ÐµÐ´ÑÑÑÐ¸Ðµ Ð·Ð°Ð´Ð°ÑÐ¸: 1. ÐÐ½Ð°Ð»Ð¸Ð· ÑÐ°Ð·Ð»Ð¸ÑÐ½ÑÑ ÑÐµÑÐ½Ð¾Ð»Ð¾Ð³Ð¸Ð¹ Ð¾Ð³ÑÐ°Ð¶Ð´ÐµÐ½Ð¸Ð¹ Ð³Ð»ÑÐ±Ð¾ÐºÐ¸Ñ ÐºÐ¾ÑÐ»Ð¾Ð²Ð°Ð½Ð¾Ð². 2. ÐÐ¿ÑÐµÐ´ÐµÐ»Ð¸ÑÑ Ð²Ð¾Ð·Ð¼Ð¾Ð¶Ð½Ð¾ÑÑÑ Ð¸ÑÐ¿Ð¾Ð»ÑÐ·Ð¾Ð²Ð°Ð½Ð¸Ñ ÑÐµÑÐ½Ð¾Ð»Ð¾Ð³Ð¸Ð¹ Ð¾Ð³ÑÐ°Ð¶Ð´ÐµÐ½Ð¸Ñ ÐºÐ¾ÑÐ»Ð¾Ð²Ð°Ð½Ð¾Ð² Ð² Ð²Ð¾-Ð´Ð¾Ð½Ð°ÑÑÑÐµÐ½Ð½ÑÑ Ð³ÑÑÐ½ÑÐ°Ñ. 3. Ð Ð°ÑÑÑÐ¸ÑÐ°ÑÑ Ð´Ð»Ð¸ÑÐµÐ»ÑÐ½Ð¾ÑÑÑ ÑÐ°Ð±Ð¾Ñ Ð¸ ÑÑÐ¾Ð¸Ð¼Ð¾ÑÑÑ Ð²ÑÐ±ÑÐ°Ð½Ð½ÑÑ ÑÐµÑÐ½Ð¾Ð»Ð¾Ð³Ð¸Ð¹ Ð¾Ð³ÑÐ°Ð¶Ð´ÐµÐ½Ð¸Ñ Ð³Ð»Ñ-Ð±Ð¾ÐºÐ¸Ñ ÐºÐ¾ÑÐ»Ð¾Ð²Ð°Ð½Ð¾Ð² Ð±ÐµÐ· ÑÑÐµÑÐ° Ð¸Ñ ÑÐºÑÐµÐ¿Ð»ÐµÐ½Ð¸Ñ. 4. ÐÑÐ±ÑÐ°ÑÑ Ð½Ð°Ð¸Ð±Ð¾Ð»ÐµÐµ Ð¾Ð¿ÑÐ¸Ð¼Ð°Ð»ÑÐ½ÑÑ ÑÐµÑÐ½Ð¾Ð»Ð¾Ð³Ð¸Ñ ÑÑÑÑÐ¾Ð¹ÑÑÐ²Ð° Ð¾Ð³ÑÐ°Ð¶Ð´ÐµÐ½Ð¸Ñ Ð³Ð»ÑÐ±Ð¾ÐºÐ¸Ñ ÐºÐ¾Ñ-Ð»Ð¾Ð²Ð°Ð½Ð¾Ð² Ð´Ð»Ñ Ð´Ð°Ð½Ð½Ð¾Ð³Ð¾ Ð¿ÑÐ¾ÐµÐºÑÐ°. ÐÑÑÐ»ÐµÐ´Ð¾Ð²Ð°Ð½Ð¸Ðµ Ð·Ð°ÐºÐ»ÑÑÐ°ÐµÑÑÑ Ð² Ð²ÑÐ±Ð¾ÑÐµ Ð½Ð°Ð¸Ð±Ð¾Ð»ÐµÐµ Ð¾Ð¿ÑÐ¸Ð¼Ð°Ð»ÑÐ½Ð¾Ð¹ ÑÐµÑÐ½Ð¾Ð»Ð¾Ð³Ð¸Ð¸ Ð¾Ð³ÑÐ°Ð¶Ð´ÐµÐ½Ð¸Ñ ÐºÐ¾ÑÐ»Ð¾Ð²Ð°Ð½Ð° Ð´Ð»Ñ Ð´Ð°Ð½Ð½Ð¾Ð³Ð¾ Ð¿ÑÐ¾ÐµÐºÑÐ°. ÐÑÐ¾Ð²Ð¾Ð´Ð¸ÑÑÑ ÑÐ°ÑÑÐµÑ Ð¿ÑÐ¾Ð´Ð¾Ð»Ð¶Ð¸ÑÐµÐ»ÑÐ½Ð¾ÑÑÐ¸ ÑÐ°Ð±Ð¾Ñ Ð¸ ÑÑÐ¾Ð¸Ð¼Ð¾ÑÑÐ¸ ÑÐ°ÐºÐ¸Ñ Ð²Ð¸Ð´Ð¾Ð² Ð¾Ð³ÑÐ°Ð¶Ð´ÐµÐ½Ð¸Ñ ÐºÐ¾ÑÐ»Ð¾Ð²Ð°Ð½Ð¾Ð², ÐºÐ°Ðº: ÑÐ¿ÑÐ½ÑÐ¾Ð²Ð¾Ðµ Ð¾Ð³ÑÐ°Ð¶Ð´ÐµÐ½Ð¸Ðµ, ÑÑÐ°Ð½ÑÐµÐ¹Ð½Ð°Ñ Â«ÑÑÐµÐ½Ð° Ð² Ð³ÑÑÐ½ÑÐµÂ», ÑÐ²Ð°Ð¹Ð½Ð°Ñ Â«ÑÑÐµÐ½Ð° Ð² Ð³ÑÑÐ½ÑÐµÂ» Ð¸Ð· Ð±ÑÑÐ¾ÑÐµÐºÑÑÐ¸Ñ ÑÐ²Ð°Ð¹. ÐÐ¾ ÑÐµÐ·ÑÐ»ÑÑÐ°ÑÐ°Ð¼ Ð¿ÑÐ¸Ð½Ð¸Ð¼Ð°ÐµÑÑÑ Ð½Ð°Ð¸Ð±Ð¾Ð»ÐµÐµ ÑÐµÐ»ÐµÑÐ¾Ð¾Ð±ÑÐ°Ð·Ð½ÑÐ¹ Ð²Ð°ÑÐ¸Ð°Ð½Ñ Ð¾Ð³ÑÐ°Ð¶Ð´ÐµÐ½Ð¸Ñ Ð³Ð»ÑÐ±Ð¾ÐºÐ¾Ð³Ð¾ ÐºÐ¾ÑÐ»Ð¾Ð²Ð°Ð½Ð°. Ð ÑÐµÐ·ÑÐ»ÑÑÐ°ÑÐµ ÑÐ°Ð±Ð¾ÑÑ Ð¾Ð¿ÑÐµÐ´ÐµÐ»ÐµÐ½Ñ ÑÑÐ¾Ð¸Ð¼Ð¾ÑÑÑ Ð¸ Ð¿ÑÐ¾Ð´Ð¾Ð»Ð¶Ð¸ÑÐµÐ»ÑÐ½Ð¾ÑÑÑ ÑÑÑÑÐ¾Ð¹ÑÑÐ²Ð° Ð²ÑÐµÑ ÑÐ°Ñ-ÑÐ¼Ð°ÑÑÐ¸Ð²Ð°ÐµÐ¼ÑÑ Ð²Ð¸Ð´Ð¾Ð² Ð¾Ð³ÑÐ°Ð¶Ð´ÐµÐ½Ð¸Ñ ÐºÐ¾ÑÐ»Ð¾Ð²Ð°Ð½Ð¾Ð². ÐÐ° Ð¾ÑÐ½Ð¾Ð²Ð°Ð½Ð¸Ð¸ Ð´Ð°Ð½Ð½Ð¾Ð³Ð¾ Ð¸ÑÑÐ»ÐµÐ´Ð¾Ð²Ð°Ð½Ð¸Ñ Ð±ÑÐ» ÑÐ´Ðµ-Ð»Ð°Ð½ Ð²ÑÐ²Ð¾Ð´ Ð¾ ÑÐ¾Ð¼, ÑÑÐ¾ Ð´Ð»Ñ Ð´Ð°Ð½Ð½Ð¾Ð³Ð¾ Ð¾Ð±ÑÐµÐºÑÐ° ÑÑÑÐ¾Ð¸ÑÐµÐ»ÑÑÑÐ²Ð° Ð¾Ð³ÑÐ°Ð¶Ð´ÐµÐ½Ð¸Ðµ ÐºÐ¾ÑÐ»Ð¾Ð²Ð°Ð½Ð° ÑÑÐ°Ð½ÑÐµÐ¹Ð½Ð¾Ð¹ Â«ÑÑÐµÐ½Ð¾Ð¹ Ð² Ð³ÑÑÐ½ÑÐµÂ» Ð½Ð°Ð¸Ð±Ð¾Ð»ÐµÐµ ÑÐµÐ»ÐµÑÐ¾Ð¾Ð±ÑÐ°Ð·Ð½Ð¾. ÐÐ»Ñ Ð´Ð¾ÑÑÐ¸Ð¶ÐµÐ½Ð¸Ñ Ð¿Ð¾Ð»ÑÑÐµÐ½Ð½ÑÑ ÑÐµÐ·ÑÐ»ÑÑÐ°ÑÐ¾Ð² Ð±ÑÐ»Ð¸ Ð¸ÑÐ¿Ð¾Ð»ÑÐ·Ð¾Ð²Ð°Ð½Ñ ÑÐ°ÐºÐ¸Ðµ Ð¿ÑÐ¾Ð³ÑÐ°Ð¼Ð¼Ð½ÑÐµ ÐºÐ¾Ð¼Ð¿Ð»ÐµÐºÑÑ, ÐºÐ°Ðº: Autodesk Revit 2022, Autodesk AutoCAD 2022, Autodesk Navisworks Manage 2022, Lumion 11.5, ÐÐÐ Ð-Ð¡ÐÐÐ  2016, Ð¡ÐÐÐ¤ÐÐ  2016, Ð¡Ð¸Ð³Ð¼Ð° ÐÐ, Microsoft Office.
description: The topic of the final qualification: Â«Business center building with 17.6 meters deep under-ground partÂ». The purpose of this final qualification work is to develop design documentation for the capital construction facility and selection of the most optimal technology deep excavation wall. The following tasks were solved to achieve this goal: 1. Analysis of various fencing technologies for deep excavation wall. 2. Determine the possibility of using technologies for excavation walls in water-saturated soils. 3. Calculate the duration of works and the cost of the selected technologies for deep excava-tion walls without taking into account their strengthening. 4. Choose the most optimal device technology for deep excavation walls for this project. The study consists in choosing the most optimal device technology for deep excavation walls for this project. The calculation of the duration of works and the cost of such types of excavation walls is carried out, such as: enclosing sheeting, trench slurry wall, pile slurry wall of secant piles. Based on the results, the most suitable option is selected deep excavation walls. As a result of the work, the cost and duration of the installation of all considered types of ex-cavation walls were determined. Based on the study, it was concluded that for this construction site, the excavation wall with a trench slurry wall is most appropriate. To achieve the results obtained, such software systems were used as: Autodesk Revit 2022, Autodesk AutoCAD 2022, Autodesk Navisworks Manage 2022, Lumion 11.5, LIRA-SAPR 2016, SAPFIR 2016, Sigma PB, Microsoft Office.