title: ÐÐµÐ¾ÑÐµÑ Ð½Ð¸ÑÐµÑÐºÐ¾Ðµ Ð¾Ð±Ð¾ÑÐ½Ð¾Ð²Ð°Ð½Ð¸Ðµ Ð·Ð°Ð²ÐµÑÑÐµÐ½Ð¸Ñ ÑÑÑÐ¾Ð¸ÑÐµÐ»ÑÑÑÐ²Ð° Ð¶Ð¸Ð»Ð¾Ð³Ð¾ Ð·Ð´Ð°Ð½Ð¸Ñ Ð² Ð³. ÐÑÑ-Ð¡ÑÐ»ÑÐ°Ð½
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: Geotechnical justification of the completion of the construction of a residential building in Nur-Sultan
Creators: name: ÐÐ¾Ð»Ð¾Ð²ÑÐµÐ½ÐºÐ¾, Ð®ÑÐ¸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: 2020
Subjects: Ð½ÐµÐ·Ð°Ð²ÐµÑÑÐµÐ½Ð½Ð¾Ðµ ÑÑÑÐ¾Ð¸ÑÐµÐ»ÑÑÑÐ²Ð¾
SOFiSTiK
Ð³ÐµÐ¾ÑÐµÑ Ð½Ð¸ÑÐµÑÐºÐ¾Ðµ Ð¾Ð±Ð¾ÑÐ½Ð¾Ð²Ð°Ð½Ð¸Ðµ
ÐÐ¸ÑÐ°-Ð¡ÐÐÐ
Ð¼Ð¾Ð´ÐµÐ»Ñ ÑÐ¿ÑÐ¾ÑÐ½ÑÑÑÐµÐ³Ð¾ÑÑ Ð³ÑÑÐ½ÑÐ° GRAN
ÑÐ¾Ð²Ð¼ÐµÑÑÐ½ÑÐ¹ ÑÐ°ÑÑÐµÑ
unfinished building
geotechnical justification
Lira-SAPR
hardering soil GRAN model
joint calculation

description: Ð¢ÐµÐ¼Ð° Ð²ÑÐ¿ÑÑÐºÐ½Ð¾Ð¹ ÐºÐ²Ð°Ð»Ð¸ÑÐ¸ÐºÐ°ÑÐ¸Ð¾Ð½Ð½Ð¾Ð¹ ÑÐ°Ð±Ð¾ÑÑ: Â«ÐÐµÐ¾ÑÐµÑÐ½Ð¸ÑÐµÑÐºÐ¾Ðµ Ð¾Ð±Ð¾ÑÐ½Ð¾Ð²Ð°Ð½Ð¸Ðµ Ð·Ð°Ð²ÐµÑÑÐµÐ½Ð¸Ñ ÑÑÑÐ¾Ð¸ÑÐµÐ»ÑÑÑÐ²Ð° Ð¶Ð¸Ð»Ð¾Ð³Ð¾ Ð·Ð´Ð°Ð½Ð¸Ñ Ð² Ð³. ÐÑÑ-Ð¡ÑÐ»ÑÐ°Ð½Â». ÐÐ°Ð½Ð½Ð°Ñ ÑÐ°Ð±Ð¾ÑÐ° Ð¿Ð¾ÑÐ²ÑÑÐµÐ½Ð° ÑÐºÑÐ¿ÐµÑÑÐ¸Ð·Ðµ Ð¿ÑÐ¾ÐµÐºÑÐ° Ð¿Ð¾ Ð·Ð°Ð²ÐµÑÑÐµÐ½Ð¸Ñ ÑÑÑÐ¾Ð¸ÑÐµÐ»ÑÑÑÐ²Ð° Ð¼Ð½Ð¾Ð³Ð¾ÐºÐ²Ð°ÑÑÐ¸ÑÐ½Ð¾Ð³Ð¾ Ð¶Ð¸Ð»Ð¾Ð³Ð¾ ÐºÐ¾Ð¼Ð¿Ð»ÐµÐºÑÐ° Ð² Ð³. ÐÑÑ-Ð¡ÑÐ»ÑÐ°Ð½ Ð¸ ÑÐ°Ð·ÑÐ°Ð±Ð¾ÑÐºÐµ Ð½Ð¾Ð²Ð¾Ð³Ð¾ Ð¾Ð¿ÑÐ¸Ð¼Ð°Ð»ÑÐ½Ð¾Ð³Ð¾ Ð²Ð°ÑÐ¸Ð°Ð½ÑÐ° Ð¿ÑÐ¾ÐµÐºÑÐ° Ð·Ð°Ð²ÐµÑÑÐµÐ½Ð¸Ñ ÑÑÑÐ¾Ð¸ÑÐµÐ»ÑÑÑÐ²Ð° Ð¿ÑÐ¸ Ð²Ñ-ÑÐ²Ð»ÐµÐ½Ð¸Ð¸ Ð·Ð½Ð°ÑÐ¸ÑÐµÐ»ÑÐ½ÑÑ Ð½ÐµÐ´Ð¾ÑÑÐ°ÑÐºÐ¾Ð². Ð ÑÐ¾Ð´Ðµ ÑÐ°Ð±Ð¾ÑÑ ÑÐµÑÐ°Ð»Ð¸ÑÑ ÑÐ»ÐµÐ´ÑÑÑÐ¸Ðµ Ð·Ð°Ð´Ð°ÑÐ¸: 1) Ð¸Ð·ÑÑÐµÐ½Ð¸Ðµ Ð¸ Ð°Ð½Ð°Ð»Ð¸Ð· Ð¸ÑÑÐ¾Ð´Ð½ÑÑ Ð´Ð°Ð½Ð½ÑÑ; 2) ÑÐ¾Ð·Ð´Ð°Ð½Ð¸Ðµ ÐºÐ¾Ð½ÐµÑÐ½Ð¾-ÑÐ»ÐµÐ¼ÐµÐ½ÑÐ½Ð¾Ð¹ Ð¼Ð¾Ð´ÐµÐ»Ð¸ Â«Ð¡Ð¾Ð¾ÑÑÐ¶ÐµÐ½Ð¸Ðµ â ÑÑÐ½Ð´Ð°Ð¼ÐµÐ½Ñ â Ð¾ÑÐ½Ð¾Ð²Ð°Ð½Ð¸ÐµÂ» Ð´Ð»Ñ Ð¿ÑÐµÐ´Ð»Ð°Ð³Ð°ÐµÐ¼Ð¾Ð³Ð¾ Ð¿ÑÐ¾ÐµÐºÑÐ° Ð·Ð°Ð²ÐµÑÑÐµÐ½Ð¸Ñ ÑÑÑÐ¾Ð¸ÑÐµÐ»ÑÑÑÐ²Ð° Ñ Ð¸ÑÐ¿Ð¾Ð»ÑÐ·Ð¾Ð²Ð°Ð½Ð¸ÐµÐ¼ Ð½ÐµÐ»Ð¸Ð½ÐµÐ¹Ð½Ð¾Ð¹ Ð¼Ð¾Ð´ÐµÐ»Ð¸ Ð³ÑÑÐ½ÑÐ° GRAN; 3) Ð¿ÑÐ¾Ð²ÐµÑÐºÐ° Ð°ÑÐ¼Ð¸ÑÐ¾Ð²Ð°Ð½Ð¸Ñ Ð¿Ð»Ð¸ÑÑ Ð¿ÑÐ¸ Ð½ÐµÐ¿ÑÐ¾ÐµÐºÑÐ½Ð¾Ð¼ Ð·Ð°Ð³ÑÑÐ¶ÐµÐ½Ð¸Ð¸; 4) Ð°Ð½Ð°Ð»Ð¸Ð· ÑÐµÐ·ÑÐ»ÑÑÐ°ÑÐ¾Ð² ÑÐ°ÑÑÐµÑÐ¾Ð²; 5) ÑÐ°Ð·ÑÐ°Ð±Ð¾ÑÐºÐ° Ð¾Ð¿ÑÐ¸Ð¼Ð°Ð»ÑÐ½Ð¾Ð¹ Ð°ÑÑÐ¸ÑÐµÐºÑÑÑÐ½Ð¾Ð¹ ÐºÐ¾Ð½ÑÐµÐ¿ÑÐ¸Ð¸ ÑÐ°ÑÐ¿Ð¾Ð»Ð¾Ð¶ÐµÐ½Ð¸Ñ ÐºÐ¾ÑÐ¿ÑÑÐ¾Ð²; 6) Ð°Ð½Ð°Ð»Ð¸Ð· Ð¿Ð¾Ð»ÑÑÐµÐ½Ð½ÑÑ ÑÐµÐ·ÑÐ»ÑÑÐ°ÑÐ¾Ð² Ð¸ ÑÐ¾ÑÐ¼Ð¸ÑÐ¾Ð²Ð°Ð½Ð¸Ðµ ÑÐµÐºÐ¾Ð¼ÐµÐ½Ð´Ð°ÑÐ¸Ð¹ Ð¿Ð¾ Ð·Ð°Ð²ÐµÑÑÐµÐ½Ð¸Ñ ÑÑÑÐ¾Ð¸ÑÐµÐ»ÑÑÑÐ²Ð° Ð¾Ð±ÑÐµÐºÑÐ°. ÐÐ»Ñ Ð¿ÑÐ¾Ð²ÐµÐ´ÐµÐ½Ð¸Ñ Ð°Ð½Ð°Ð»Ð¸Ð·Ð° ÑÐ°Ð·Ð²Ð¸ÑÐ¸Ñ Ð¾ÑÐ°Ð´Ð¾Ðº Ð·Ð´Ð°Ð½Ð¸Ñ Ð¿ÑÐ¸ ÑÐµÐ°Ð»Ð¸Ð·Ð°ÑÐ¸Ð¸ Ð¸Ð·Ð½Ð°ÑÐ°Ð»ÑÐ½Ð¾ Ð¿ÑÐµÐ´Ð»Ð°Ð³Ð°ÐµÐ¼Ð¾Ð³Ð¾ Ð¿ÑÐ¾ÐµÐºÑÐ° Ð±ÑÐ» Ð¿ÑÐ¾Ð²ÐµÐ´ÐµÐ½ ÑÐ°ÑÑÐµÑ Ñ Ð¸ÑÐ¿Ð¾Ð»ÑÐ·Ð¾Ð²Ð°Ð½Ð¸ÐµÐ¼ Ð½ÐµÐ»Ð¸Ð½ÐµÐ¹Ð½Ð¾Ð¹ Ð¼Ð¾Ð´ÐµÐ»Ð¸ Ð³ÑÑÐ½ÑÐ° GRAN. Ð¢Ð°ÐºÐ¶Ðµ Ð´Ð»Ñ Ð¿ÑÐ¾Ð²ÐµÑÐºÐ¸ Ð¿ÑÐ¾ÑÐ½Ð¾ÑÑÐ¸ Ð¿Ð»Ð¸ÑÑ, Ð² ÐÐ Â«ÐÐÐ Ð-Ð¡ÐÐÐ Â» Ð±ÑÐ»Ð¾ ÑÑÑÐ°Ð½Ð¾Ð²Ð»ÐµÐ½Ð¾ Ð½ÐµÐ¾Ð±ÑÐ¾Ð´Ð¸Ð¼Ð¾Ðµ ÐºÐ¾Ð»Ð¸ÑÐµÑÑÐ²Ð¾ Ð°ÑÐ¼Ð°ÑÑÑÑ Ð² Ð¿Ð»Ð¸-ÑÐµ Ð¿ÑÐ¸ Ð¿Ð¾Ð´Ð¾Ð±Ð½Ð¾Ð¼ ÐµÐµ Ð·Ð°Ð³ÑÑÐ¶ÐµÐ½Ð¸Ð¸. ÐÐ¾ ÑÐµÐ·ÑÐ»ÑÑÐ°ÑÐ°Ð¼ ÑÐ°ÑÑÐµÑÐ¾Ð² Ð±ÑÐ» ÑÐ´ÐµÐ»Ð°Ð½ Ð²ÑÐ²Ð¾Ð´, ÑÑÐ¾ Ð¿ÑÐ¸ ÑÐµÐ°Ð»Ð¸Ð·Ð°ÑÐ¸Ð¸ Ð¿ÑÐµÐ´Ð»Ð°Ð³Ð°ÐµÐ¼Ð¾Ð³Ð¾ Ð¿ÑÐ¾ÐµÐºÑÐ° Ð¿ÑÐ¾ÑÐ½Ð¾ÑÑÑ Ð¿Ð»Ð¸ÑÑ Ð½Ðµ Ð±ÑÐ´ÐµÑ Ð¾Ð±ÐµÑÐ¿ÐµÑÐµÐ½Ð°. Ð ÐºÐ°ÑÐµÑÑÐ²Ðµ Ð·Ð°Ð¼ÐµÐ½Ñ Ð¿ÑÐµÐ´Ð»Ð°Ð³Ð°ÐµÐ¼Ð¾Ð³Ð¾ Ð¿ÑÐ¾ÐµÐºÑÐ° Ð·Ð°Ð²ÐµÑÑÐµÐ½Ð¸Ñ ÑÑÑÐ¾Ð¸ÑÐµÐ»ÑÑÑÐ²Ð° Ð±ÑÐ»Ð° ÑÐ°Ð·ÑÐ°Ð±Ð¾ÑÐ°Ð½Ð° Ð°ÑÑÐ¸ÑÐµÐºÑÑÑÐ½Ð°Ñ ÐºÐ¾Ð½ÑÐµÐ¿ÑÐ¸Ñ Ð¾Ð¿ÑÐ¸Ð¼Ð°Ð»ÑÐ½Ð¾Ð³Ð¾ ÑÐ°ÑÐ¿Ð¾Ð»Ð¾Ð¶ÐµÐ½Ð¸Ñ ÐºÐ¾ÑÐ¿ÑÑÐ¾Ð². ÐÑÐ¸ Ð¿Ð¾Ð¼Ð¾ÑÐ¸ ÑÑÐµÐ´ÑÑÐ² ÑÐ¸ÑÐ»ÐµÐ½Ð½Ð¾Ð³Ð¾ Ð¼Ð¾Ð´ÐµÐ»Ð¸ÑÐ¾Ð²Ð°Ð½Ð¸Ñ Ð² ÐÐ SOFiSTiK Ð±ÑÐ»Ð° ÑÑÑÐ°Ð½Ð¾Ð²Ð»ÐµÐ½Ð° ÑÐ°Ð±Ð¾ÑÐ¾ÑÐ¿Ð¾ÑÐ¾Ð±Ð½Ð¾ÑÑÑ Ð´Ð°Ð½Ð½Ð¾Ð¹ ÐºÐ¾Ð½ÑÐµÐ¿ÑÐ¸Ð¸. ÐÐ¾ ÑÐµÐ·ÑÐ»ÑÑÐ°ÑÐ°Ð¼ ÑÐ°Ð±Ð¾ÑÑ Ð±ÑÐ» ÑÑÐ¾ÑÐ¼Ð¸ÑÐ¾Ð²Ð°Ð½ ÑÑÐ´ ÑÐµÐºÐ¾Ð¼ÐµÐ½Ð´Ð°ÑÐ¸Ð¹ Ð´Ð»Ñ Ð·Ð°-Ð²ÐµÑÑÐµÐ½Ð¸Ñ ÑÑÑÐ¾Ð¸ÑÐµÐ»ÑÑÑÐ²Ð° Ð´Ð°Ð½Ð½Ð¾Ð³Ð¾ Ð¾Ð±ÑÐµÐºÑÐ°.
description: The subject of the graduate qualification work is âGeotechnical justification of the completion of the construction of a residential building in Nur-Sultanâ. This work is devoted to the examination of building completion project in Nur-Sultan and creation of a new optimal version of the project to complete the construction if significant shortcomings are identified. In the course of work, the following tasks were solved: 1) study and analysis of the source data; 2) creation of the finite-element model âConstruction â foundation â groundâ for the proposed building completion project using the non-linear GRAN soil model; 3) verification of plate reinforcement during non-design loading; 4) analysis of calculation results; 5) creation of an optimal architectural concept for the location of buildings; 6) analysis of the results and the formation of recommendations for completion of construction. To analyze the development of building sediments during the implementa-tion of the initially proposed project, a calculation (with usage of a non-linear GRAN soil model) was performed. Also, to check the strength of the slab, the required amount of reinforcement in the slab at a similar load was defined using the LIRA-SAPR. According to the results of the calculations, it was concluded that during the implementation of the proposed project, the strength of the plate will not be provided. As a replacement for the proposed construction completion project, an architectural concept for the optimal location of the buildings was developed. Using CAE SOFiSTiK, the operability of this concept was established. Based on the results of the work, a number of recommendations for completion of construction were proposed.