The article presents the results of field and experimental studies of some scientists and specialists of the world involved in the study of the behavior of clay and loess soils under natural (seismic) conditions. Information is given on seismic subsidence deformation, the main internal and external manifestations that affect the development and formation of this type of deformation. Improving the strength characteristics of absorbing loess soils for the development of seismic subsidence deformation.

weak clay soil; subsiding loess soil; bulk soil; seismic areas; earthquakes; settlement and subsidence; vibration; seismic subsidence deformation; amplitude and frequency; liquefaction; water-saturated; strength characteristics of soils.

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EditorJournals and Conferences. (2023, April 12). EXPERIENCE OF COMPACTION OF THE BASES OF LARGE BUILDINGS AND CORES OF EARTHEN DAMS OF WATERWORKS IN SEISMIC AREAS WITH OPTIMAL HUMIDITY OF LOESS SOIL. https://doi.org/10.17605/OSF.IO/XH85C

TIAC Khakimov G.A. g.m.f.n., Dos. Samiyva Sh.Kh. Doctoral Student (PhD… Web of Scientist International Scientific Research Journal, 4(04), https

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