title: ÐÐ½Ð°Ð»Ð¸Ð· Ð½Ð°Ð¿ÑÑÐ¶ÐµÐ½Ð½Ð¾-Ð´ÐµÑÐ¾ÑÐ¼Ð¸ÑÐ¾Ð²Ð°Ð½Ð½Ð¾Ð³Ð¾ ÑÐ¾ÑÑÐ¾ÑÐ½Ð¸Ñ ÑÐ¸ÑÑÐµÐ¼Ñ Â«Ð¾ÑÐ½Ð¾Ð²Ð°Ð½Ð¸Ðµ-ÑÑÐ½Ð´Ð°Ð¼ÐµÐ½ÑÂ» Ð·Ð´Ð°Ð½Ð¸Ñ Ð² ÑÑÐ»Ð¾Ð²Ð¸ÑÑ Ð²ÐµÑÐ½Ð¾Ð¹ Ð¼ÐµÑÐ·Ð»Ð¾ÑÑ
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: Analysys of stressed-deformed condition of the system âbase â foundationâ of the building in permafrost
Creators: name: ÐÑÑÐ½Ð°ÑÐµÐ²Ð°, Ð¡Ð°Ð½Ð´Ð°Ð°ÑÐ°
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: Ð½Ð°Ð¿ÑÑÐ¶ÐµÐ½Ð½Ð¾-Ð´ÐµÑÐ¾ÑÐ¼Ð¸ÑÐ¾Ð²Ð°Ð½Ð½Ð¾Ðµ ÑÐ¾ÑÑÐ¾ÑÐ½Ð¸Ðµ ÑÐ¸ÑÑÐµÐ¼Ñ Â«Ð¾ÑÐ½Ð¾Ð²Ð°Ð½Ð¸Ðµ â ÑÑÐ½Ð´Ð°Ð¼ÐµÐ½ÑÂ»
Ð²ÐµÑÐ½Ð°Ñ Ð¼ÐµÑÐ·Ð»Ð¾ÑÐ°
ÐºÑÑÐ¿Ð½Ð¾Ð¿Ð°Ð½ÐµÐ»ÑÐ½Ð¾Ðµ Ð·Ð´Ð°Ð½Ð¸Ðµ ÑÐµÑÐ¸Ð¸ 1-464ÐÐ
Ð´ÐµÑÐµÐºÑÑ Ð¸ Ð¿Ð¾Ð²ÑÐµÐ¶Ð´ÐµÐ½Ð¸Ñ
Ð¼Ð¾Ð´ÐµÐ»Ñ Ð»Ð¸Ð½ÐµÐ¹Ð½Ð¾ â Ð´ÐµÑÐ¾ÑÐ¼Ð¸ÑÑÐµÐ¼Ð¾Ð¹ ÑÑÐµÐ´Ñ
Ð¾ÑÐ°Ð´ÐºÐ° ÑÑÐ½Ð´Ð°Ð¼ÐµÐ½ÑÐ°
stressed-deformed condition of the system Â«base â foundationÂ»
permafrost
large-panel building of the 1-464 vm series
defects and damages
model of linearly deformable medium
foundation settlement.

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description: The object of the study is stressed-deformed condition of the system âbase â foundationâ of the building in permafrost". In the work, the influence of thawing permafrost soils in the base on the foundation structures is evaluated on the example of a specific large-panel residential building of a characteristic series (1-464 VM series) with the choice of the most reliable method and mathematical models for calculating the main parameters. Scientifically substantiated recommendations are given for strengthening the foundations of buildings with considering the ground conditions of Yakutsk. During the study next tasks were done: 1. The methods of calculating the grounds and foundations for the selection of the main method that gives results when determining the effect of the magnitude of the loading of the foundation on its settlement under permafrost are considered; 2. The analysis of the main causes of destruction of the foundation constructions in large-panel buildings of the 1-464 VM series; 3. With considering their joint work the practicability of calculating the foundation part of the building interacting with the soil base was evaluated. The first chapter gives general information about the design features of large-panel buildings of the 1-464 VM series, describes the principles of the use of permafrost grounds as the soil of buildings and considers methods for calculating the grounds and foundations. The second chapter presents the constructive solution of the building, gives the results of the technical inspection of the building, assesses the general technical condition of the residential building. The third chapter is devoted to the determination of the VAT âbase-foundation systemâ of a building in permafrost; a number of verification calculations have been made. The design scheme of the foundation part of the building and the base has been developed and its calculation has been made in the SCAD using the hypothesis of a linearly deformable half-space. In conclusion the main findings and recommendations are formulated.