Tabiiy fanlar

ANALYSIS OF COLLAPSIBLE PROPERTIES OF DISPERSED SOILS IN TERMEZ CITY BASED ON ENGINEERING-GEOLOGICAL DATA

Termiz City, loess-like soils, subsidence processes, collapsible soil properties, engineering-geological conditions, physical and mechanical properties of soils, groundwater level, porosity coefficient, deformation modulus, soil moisture.

Authors

  • Shoxrux OLIMOV O‘zR FA G‘.O. Mavlonov nomidagi Seysmologiya instituti, Toshkent, O‘zbekiston, Uzbekistan
  • Jonibek BOZOROV PhD, O‘zR FA G‘.O. Mavlonov nomidagi Seysmologiya instituti, Toshkent, O‘zbekiston, Uzbekistan
  • Nurali MUHAMMADQULOV O‘zR FA G‘.O. Mavlonov nomidagi Seysmologiya instituti, Toshkent, O‘zbekiston, Uzbekistan
  • Muhayyoxon ABDULLAYEVA Katta o‘qituvchi, O‘zbekiston Milliy universiteti, Toshkent, O‘zbekiston, Uzbekistan
  • Azizjon MANSUROV PhD, O‘zR FA G‘.O. Mavlonov nomidagi Seysmologiya instituti, Toshkent, O‘zbekiston, Uzbekistan
  • Mirzanazar SHANAZAROV O‘zR FA G‘.O. Mavlonov nomidagi Seysmologiya instituti, Toshkent, O‘zbekiston, Uzbekistan
  • Elyor JO‘RAYEV O‘zR FA G‘.O. Mavlonov nomidagi Seysmologiya instituti, Toshkent, O‘zbekiston, Uzbekistan
  • Xasan ISROILOV O‘zR FA G‘.O. Mavlonov nomidagi Seysmologiya instituti, Toshkent, O‘zbekiston, Uzbekistan
  • Quvonchbek XUDOYQULOV O‘zR FA G‘.O. Mavlonov nomidagi Seysmologiya instituti, Toshkent, O‘zbekiston, Uzbekistan
Vol. 3 No. 3.3 (2026): O'zMU xabarlari 3.3\2026 Tabiiy fanlar
Articles

Downloads

This paper investigates the collapsible properties of loessial soils distributed across the territory of Termes city, based on the results
of engineering-geological investigations. In the course of the study, borehole data, lithological profiles, and physico-mechanical properties of soilsincluding particle density, natural density, dry density, porosity, void ratio, natural moisture content, and degree
of saturationwere analyzed. The variation of soil parameters with depth and the influence of the groundwater table were evaluated,
leading to the identification of the layers most susceptible to collapse.

Most read articles by the same author(s)