Methods for Determining the Critical Acceleration of Loess Soil Oscillation

Authors

  • Khakimov Gayrat Akramovich PhD, Associated professor (Tashkent University of Architecture and Civil Engineering)
  • Samiyeva Sh. X. Doctoral student (PhD) (Tashkent University of Architecture and Civil Engineering)
  • Goyibov O. Doctoral student (PhD) (Tashkent University of Architecture and Civil Engineering)

Keywords:

critical acceleration, seismic acceleration, liquefaction, loess soil, deformation, seismic resistance

Abstract

The article considers the issues of determining the critical acceleration of loess soil vibrations by computational and laboratory methods. Examples are given for determining the critical acceleration of loess soil by computational methods. The results of determining the critical acceleration of the loess soil oscillation by laboratory methods, depending on various internal and external factors, are also presented.

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Published

2024-09-27

How to Cite

Akramovich, K. G., Sh. X., S., & O., G. (2024). Methods for Determining the Critical Acceleration of Loess Soil Oscillation. American Journal of Technology Advancement, 1(5), 31–38. Retrieved from https://semantjournals.org/index.php/AJTA/article/view/196