title: ÐÑÐ¾Ð±Ð»ÐµÐ¼Ð° ÑÑÑÐ¾Ð¹ÑÐ¸Ð²Ð¾ÑÑÐ¸ Ð¿Ð¾Ð´Ð·ÐµÐ¼Ð½ÑÑ ÐºÐ¾ÑÐ»Ð¾Ð²Ð°Ð½Ð¾Ð² Ð¿ÑÐ¸ ÑÐ»Ð¾Ð¶Ð½Ð¾Ð¼ Ð¿Ð¾Ð´Ð·ÐµÐ¼Ð½Ð¾Ð¼ ÑÑÑÐ¾Ð¸ÑÐµÐ»ÑÑÑÐ²Ðµ
title: Ð²ÑÐ¿ÑÑÐºÐ½Ð°Ñ ÐºÐ²Ð°Ð»Ð¸ÑÐ¸ÐºÐ°ÑÐ¸Ð¾Ð½Ð½Ð°Ñ ÑÐ°Ð±Ð¾ÑÐ° Ð¼Ð°Ð³Ð¸ÑÑÑÐ°
titleType: Subtitle
title: A problem of the stability of underground foundation pits during complex underground construction
Creators: name: ÐÐ¾Ð¿ÐµÐ¹ÐºÐ¾, Ð®Ð»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: 2020
Subjects: Ð¿Ð¾Ð´Ð·ÐµÐ¼Ð½Ð¾Ðµ ÑÑÑÐ¾Ð¸ÑÐµÐ»ÑÑÑÐ²Ð¾
Ð³Ð»ÑÐ±Ð¾ÐºÐ¸Ð¹ ÐºÐ¾ÑÐ»Ð¾Ð²Ð°Ð½
ÑÑÑÐ¾Ð¹ÑÐ¸Ð²Ð¾ÑÑÑ ÐºÐ¾ÑÐ»Ð¾Ð²Ð°Ð½Ð°
Ð¾Ð³ÑÐ°Ð¶Ð´ÐµÐ½Ð¸Ðµ ÐºÐ¾ÑÐ»Ð¾Ð²Ð°Ð½Ð°
undeground construction
deep foundation
slope stability
excavation support system

description: Ð¢ÐµÐ¼Ð° Ð²ÑÐ¿ÑÑÐºÐ½Ð¾Ð¹ ÐºÐ²Ð°Ð»Ð¸ÑÐ¸ÐºÐ°ÑÐ¸Ð¾Ð½Ð½Ð¾Ð¹ ÑÐ°Ð±Ð¾ÑÑ: Â«ÐÑÐ¾Ð±Ð»ÐµÐ¼Ð° ÑÑÑÐ¾Ð¹ÑÐ¸Ð²Ð¾ÑÑÐ¸ Ð¿Ð¾Ð´Ð·ÐµÐ¼Ð½ÑÑ ÐºÐ¾ÑÐ»Ð¾Ð²Ð°Ð½Ð¾Ð² Ð¿ÑÐ¸ ÑÐ»Ð¾Ð¶Ð½Ð¾Ð¼ Ð¿Ð¾Ð´Ð·ÐµÐ¼Ð½Ð¾Ð¼ ÑÑÑÐ¾Ð¸ÑÐµÐ»ÑÑÑÐ²ÐµÂ». Ð¦ÐµÐ»ÑÑ ÑÐ°Ð±Ð¾ÑÑ ÑÐ²Ð»ÑÐµÑÑÑ Ð¿Ð¾Ð»ÑÑÐµÐ½Ð¸Ðµ ÑÐºÑÐ¿ÐµÑÐ¸Ð¼ÐµÐ½ÑÐ°Ð»ÑÐ½ÑÑ Ð´Ð°Ð½Ð½ÑÑ Ð¿Ð¾ ÑÑÑÑÐ¾Ð¹ÑÑÐ²Ñ ÐºÐ¾ÑÐ»Ð¾Ð²Ð°Ð½Ð¾Ð² Ñ Ð¿ÑÐ¸Ð¼ÐµÐ½ÐµÐ½Ð¸ÐµÐ¼ ÑÐ¸ÑÑÐµÐ¼Ñ ÐºÐ¾Ð¼Ð¿ÐµÐ½ÑÐ°ÑÐ¸Ð¾Ð½Ð½ÑÑ Ð¼ÐµÑÐ¾Ð¿ÑÐ¸ÑÑÐ¸Ð¹, Ð¾ÑÐ½Ð¾Ð²Ð½ÑÐ¼Ð¸ Ð¿ÑÐµÐ¸Ð¼ÑÑÐµÑÑÐ²Ð¾Ð¼ ÐºÐ¾ÑÐ¾ÑÐ¾Ð³Ð¾ ÑÐ²Ð»ÑÐµÑÑÑ Ð¼Ð¸Ð½Ð¸Ð¼Ð¸Ð·Ð°ÑÐ¸Ñ Ð´Ð¾Ð¿Ð¾Ð»Ð½Ð¸ÑÐµÐ»ÑÐ½ÑÑ Ð´ÐµÑÐ¾ÑÐ¼Ð°ÑÐ¸Ð¹ Ð¾ÐºÑÑÐ¶Ð°ÑÑÐµÐ¹ Ð·Ð°ÑÑÑÐ¾Ð¹ÐºÐ¸. ÐÑÐ¸Ð¼ÐµÐ½ÐµÐ½Ð¸Ðµ Ð´Ð°Ð½Ð½Ð¾Ð¹ ÑÐ¸ÑÑÐµÐ¼Ñ Ð¿Ð¾Ð·Ð²Ð¾Ð»ÑÐµÑ Ð¿Ð¾Ð»Ð½Ð¾ÑÑÑÑ ÐºÐ¾Ð½ÑÑÐ¾Ð»Ð¸ÑÐ¾Ð²Ð°ÑÑ Ð´ÐµÑÐ¾ÑÐ¼Ð°ÑÐ¸Ð¸ Ð²ÑÐµÐ³Ð¾ Ð³ÑÑÐ½ÑÐ¾Ð²Ð¾Ð³Ð¾ Ð¼Ð°ÑÑÐ¸Ð²Ð° Ð¸ Ð¼Ð¾Ð¶ÐµÑ Ð¾ÑÑÐ°Ð½Ð¾Ð²Ð¸ÑÑ ÑÐ°Ð·Ð²Ð¸ÑÐ¸Ðµ Ð¾Ð¿Ð°ÑÐ½ÑÑ Ð³ÐµÐ¾Ð»Ð¾Ð³Ð¸ÑÐµÑÐºÐ¸Ñ Ð¸ Ð³ÐµÐ¾ÑÐµÑÐ½Ð¸ÑÐµÑÐºÐ¸Ñ Ð¿ÑÐ¾ÑÐµÑÑÐ¾Ð² Ð½Ð° Ð¿ÑÐ¾ÑÑÐ¶ÐµÐ½Ð¸Ð¸ Ð²ÑÐµÐ³Ð¾ Ð¿ÐµÑÐ¸Ð¾Ð´Ð° Ð²ÐµÐ´ÐµÐ½Ð¸Ñ ÑÐ°Ð±Ð¾Ñ Ð½ÑÐ»ÐµÐ²Ð¾Ð³Ð¾ ÑÐ¸ÐºÐ»Ð°.
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1. ÐÐ½Ð°Ð»Ð¸Ð· Ð»Ð¸ÑÐµÑÐ°ÑÑÑÐ½ÑÑ Ð¸ÑÑÐ¾ÑÐ½Ð¸ÐºÐ¾Ð² Ð¸ Ð¾Ð±Ð¾Ð±ÑÐµÐ½Ð¸Ðµ Ð¾ÑÐµÑÐµÑÑÐ²ÐµÐ½Ð½Ð¾Ð³Ð¾ Ð¸ Ð·Ð°ÑÑÐ±ÐµÐ¶Ð½Ð¾Ð³Ð¾ Ð¾Ð¿ÑÑÐ° Ð¾Ð± Ð¾ÑÐ²Ð¾ÐµÐ½Ð¸Ðµ Ð¿Ð¾Ð´Ð·ÐµÐ¼Ð½Ð¾Ð³Ð¾ Ð¿ÑÐ¾ÑÑÑÐ°Ð½ÑÑÐ²Ð° Ð² ÑÑÐ»Ð¾Ð²Ð¸ÑÑ Ð¿Ð»Ð¾ÑÐ½Ð¾Ð¹ Ð³Ð¾ÑÐ¾Ð´ÑÐºÐ¾Ð¹ Ð·Ð°ÑÑÑÐ¾Ð¹ÐºÐ¸. 
2. Ð¡Ð±Ð¾Ñ Ð¸ Ð°Ð½Ð°Ð»Ð¸Ð· Ð´Ð°Ð½Ð½ÑÑ Ð´Ð»Ñ Ð½Ð°ÑÑÑÐ½Ð¾Ð³Ð¾ Ð¾Ð±ÑÐµÐºÑÐ°.
3. ÐÐ¾ÑÑÐ°Ð½Ð¾Ð²ÐºÐ° ÑÐºÑÐ¿ÐµÑÐ¸Ð¼ÐµÐ½ÑÐ°Ð»ÑÐ½Ð¾Ð³Ð¾ Ð¸ÑÑÐ»ÐµÐ´Ð¾Ð²Ð°Ð½Ð¸Ñ Ð²Ð»Ð¸ÑÐ½Ð¸Ñ ÑÑÑÑÐ¾Ð¹ÑÑÐ²Ð° Ð³Ð»ÑÐ±Ð¾ÐºÐ¾Ð³Ð¾ ÐºÐ¾ÑÐ»Ð¾Ð²Ð°Ð½Ð° Ð½Ð° Ð¾ÑÐ½Ð¾Ð²Ð°Ð½Ð¸Ñ Ð·Ð´Ð°Ð½Ð¸Ð¹, Ð¿ÑÐ¸Ð»ÐµÐ³Ð°ÑÑÐ¸Ñ Ðº ÑÐ°Ð·ÑÐ°Ð±Ð°ÑÑÐ²Ð°ÐµÐ¼Ð¾Ð¹ ÑÐµÑÑÐ¸ÑÐ¾ÑÐ¸Ð¸.
4. Ð Ð°ÑÑÐµÑ Ð¾Ð³ÑÐ°Ð¶Ð´Ð°ÑÑÐµÐ¹ ÐºÐ¾Ð½ÑÑÑÑÐºÑÐ¸Ð¸ ÐºÐ¾ÑÐ»Ð¾Ð²Ð°Ð½Ð° Ð² Ð¿ÑÐ¾Ð³ÑÐ°Ð¼Ð¼Ð½Ð¾Ð¼ ÐºÐ¾Ð¼Ð¿Ð»ÐµÐºÑÐµ Plaxis 3D.
5. Ð¡ÑÐ°Ð²Ð½ÐµÐ½Ð¸Ðµ ÑÐ¿Ð¾ÑÐ¾Ð±Ð¾Ð² ÑÑÑÑÐ¾Ð¹ÑÑÐ²Ð° Ð³Ð»ÑÐ±Ð¾ÐºÐ¾Ð³Ð¾ ÐºÐ¾ÑÐ»Ð¾Ð²Ð°Ð½Ð° Ñ Ð¸ÑÐ¿Ð¾Ð»ÑÐ·Ð¾Ð²Ð°Ð½Ð¸ÐµÐ¼ ÑÐ¿ÑÐ½ÑÐ¾Ð²Ð¾Ð³Ð¾ Ð¾Ð³ÑÐ°Ð¶Ð´ÐµÐ½Ð¸Ñ.
6. ÐÑÐ±Ð¾Ñ Ð½Ð°Ð¸Ð±Ð¾Ð»ÐµÐµ ÑÑÑÐµÐºÑÐ¸Ð²Ð½Ð¾Ð³Ð¾ ÑÐ¿Ð¾ÑÐ¾Ð±Ð° ÑÑÑÑÐ¾Ð¹ÑÑÐ²Ð° Ð³Ð»ÑÐ±Ð¾ÐºÐ¸Ñ ÐºÐ¾ÑÐ»Ð¾Ð²Ð°Ð½Ð¾Ð² Ð½Ð° Ð¾ÑÐ½Ð¾Ð²Ð°Ð½Ð¸Ð¸ Ð¸ÑÑÐ¾Ð´Ð½ÑÑ Ð´Ð°Ð½Ð½ÑÑ Ð¸ Ð¿ÑÐ¾Ð²ÐµÐ´ÐµÐ½Ð½Ð¾Ð³Ð¾ Ð¸ÑÑÐ»ÐµÐ´Ð¾Ð²Ð°Ð½Ð¸Ñ.
description: The subject of the graduate qualification work is Â«A problem of the stability of underground foundation pits during complex underground constructionÂ». The thesis aim is to obtaining experimental data on the pit construction with the use of a system of compensation measures, the main advantage of which is the minimization of the surrounding buildingsâ additional deformations. The usage of this system allows to control of the deformation of the entire soil mass and it can stop the development of the dangerous geological and geotechnical process through the all period of the groundwork.
The research set the following goals:
1. To analyze the literary sources and to generalize the domestic and foreign experience on the underground development.
2. To collect and analyze data of existing object.
3. To set up the experimental study of the deep excavation influence on buildings which are adjacent to the excavated territory.
4. To calculate the enclosing bearing structures of the deep excavation in the Plaxis 3D software.
5. To compare methods of deep excavation which are supported with sheet pile wall
6. To select the most effective methods for the realization of the deep excavation based on initial data and conducted research.