Authors: M.V. Sokolov, S.M. Prostov

Title of the article: Modeling of geomechanical processes with uneven subsidence foundations of structures

Year: 2017, Issue: 1, Pages: 15-25

Branch of knowledge: Earth sciences

Index UDK: 624.131.7:624.048

DOI: -

Abstract: The study presents the results of forecasting the development of non-uniform settlement of building foundations based on the computer modeling of soil bases with different geological structure with the use of Alterra software. The cases of loading uniform and nonuniform layered massif with two stamps at various ratios of load on them are reviewed. The regularities of irregular vertical movements and changes in the stress-strain state of the soil foundation have been established. The calculated data were compared with the results of the survey and monitoring of the real object, the difference between calculated and experimental values of the strain was 17%.

Key words: non-uniform settlement foundation soil foundations computer modeling stress-strain state

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