ASSESSMENT OF BUILDING VULNERABILITY DURING THE THAWING OF PERMAFROST SOILS
Nigmetov G. Nigmetov T. Savinov A. Gabasov S.
2024Gnedenko Forum
Reliability: Theory and Applications
2024#19Issue Special issue 6717 - 722 pp.
The development of new Arctic regions in the context of global and local thawing of permafrost soils caused by both local man-made and global natural thermal impacts on the ground necessitates the use of new engineering solutions for the timely prediction and prevention of dangerous uneven deformations in buildings. Uneven building deformations occur due to the reduced stiffness of the soil mass beneath the foundation, caused by the uneven thawing of the soil. It is proposed to assess the stiffness of the soil-building system using the dynamic-geophysical testing method.
soil-building system , dynamic-geophysical testing , natural vibration frequencies of soils , technical condition of the soil-building system , vulnerability of the soil-building system
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All-Russian Research Institute for Civil Defense and Emergency Situations, Russian Federation
Seifulin Kazakh Agrotechnical Research University, Astana, Kazakhstan
All-Russian Research Institute for Civil Defense and Emergency Situations
Seifulin Kazakh Agrotechnical Research University
10 лет помогаем публиковать статьи Международный издатель
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