title: ÐÑÑÐ¾ÑÐ½Ð¾Ðµ Ð·Ð´Ð°Ð½Ð¸Ðµ Ð¿ÑÐ¾ÐµÐºÑÐ½Ð¾Ð³Ð¾ Ð¸Ð½ÑÑÐ¸ÑÑÑÐ° Ð½Ð° ÑÐ²Ð°Ð¹Ð½Ð¾Ð¼ 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° Ð±Ð°ÐºÐ°Ð»Ð°Ð²ÑÐ°
titleType: Subtitle
title: High-rise design institute building with pile foundation
Creators: name: Ð¢ÑÐ¿ÐºÐ¸Ð½Ð°, ÐÐ¾Ð»Ð¸Ð½Ð°
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: 2022
Subjects: ÑÐ²Ð°Ð¹Ð½ÑÐ¹ ÑÑÐ½Ð´Ð°Ð¼ÐµÐ½Ñ
Ð»Ð¸Ð½ÐµÐ¹Ð½Ð¾-Ð´ÐµÑÐ¾ÑÐ¼Ð¸ÑÑÐµÐ¼Ð¾Ðµ Ð¾ÑÐ½Ð¾Ð²Ð°Ð½Ð¸Ðµ
Ð¾ÑÐ°Ð´ÐºÐ° ÑÑÐ½Ð´Ð°Ð¼ÐµÐ½ÑÐ°
pile foundation
deformable foundation
foundation settlement

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description: The theme of the final qualification work is "High-rise design institute building with pile foundation".The purpose of the final qualification work is a development of design documentation for the construction of a high-rise building of a design institute with underground parking.The sections of the project documentation have been developed according to the design assignment and the Decree of the Government of the Russian Federation No. 87 dated February 16, 2008 "On the composition of sections of the project documentation and requirements for their content."The purpose of the research part is determining the optimum, i.e., least time-consuming, method for calculating the joint settlement of the pile dolphin.The following tasks were carried out to achieve the purpose:1) Calculating the settlement of the pile dolphin by analytical method;2) Modelling and calculation of pile dolphin and soil mass in Lira SAPR;3) Modelling and calculation of pile dolphin and soil mass in SCAD++;4) The convergence assessment of the mentioned methods results;5) Time costs comparison of the mentioned methods.In the course of the research work, three pile foundation settlement calculations based on different methodologies were carried out, taking into account the mutual influence of the piles. The analytical calculation was conducted according to SP 24.13330.2021 "SNiP 2.02.03-85 Pile foundations", the numerical calculation in Lira SAPR was based on calculation of coefficients of soil reaction, the numerical calculation in SCAD++ was based on the finite element model of foundation. A comparative analysis of the results obtained by analytical and numerical methods revealed a high convergence of the results both in terms of stress redistribution between piles and in the numerical equivalent of settlement values.