It is noted that the joint operation of the “building-base” system is one of the most important parameters that determine the reliability and durability of construction projects. The time of stabilization of the foundation settlement was determined, taking into ac-count the fact that soil deformations occur due to a decrease in the pore volume from the transferred mechanical stress, i.e. the vertical displacement of the system under consideration depends on the gaseous component. The deformations of the base under study were determined taking into account the effect of gaseous and liquid components on the settlement and the time of its stabilization. The results of observations of the deformations of the base of the building located in the Kursk region are presented. A comparative analysis of the theoretical values of the settlement obtained by the developed method and the actual ones is given. The largest average difference in results is observed 8 years after the start of observations and is 38%; by the time the precipitation stabilizes, this difference decreases to 9%.
Nonlinear Deformations of the “Building-Base” System
Lect. Notes in Networks, Syst.
International Scientific Siberian Transport Forum ; 2021 May 11, 2021 - May 14, 2021
International Scientific Siberian Transport Forum TransSiberia - 2021 ; Chapter : 134 ; 1225-1230
2022-03-19
6 pages
Article/Chapter (Book)
Electronic Resource
English
Nonlinear Deformations of the "Building-Base" System
TIBKAT | 2022
|Effect of Reinforcement on Resilient and Permanent Deformations of Base Course Material
Online Contents | 2007
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