INFLUENCE OF HUMIDITY ON CHANGES IN THE STRENGTH CHARACTERISTICS OF LESS SOILS UNDER SEISMIC INFLUENCE

Authors

  • Khakimov Gayrat Akramovich PhD, Associated profeccor Tashkent Universitete of Architecture and Civil Engineering, Tashkent, Uzbekistan
  • Abduraimova Khadicha Rakhmonkulovna PhD, Associated profeccor Tashkent Universitete of Architecture and Civil Engineering, Tashkent, Uzbekistan
  • Askarov Mahmudjon Turgunboy ugli master at department “Building and struktures”, Tashkent Universitete of Architecture and Civil Engineering, Tashkent, Uzbekistan
  • Khakimova Madina Gayrat qizi master at department “Building and struktures”, Tashkent Universitete of Architecture and Civil Engineering, Tashkent, Uzbekistan

Keywords:

humidity, cohesion, cohesion, angle of internal friction, strength characteristics, static conditions, dynamic conditions, degree of humidity, density, water saturation, loess soil, sandy loam, loam, fluctuations, intensity.

Abstract

This article presents the results of analyzes of changes in the strength characteristics of loess soils with an increase in their moisture content. The experiments were carried out in laboratory conditions with static and dynamic loads. These analysis results can be used to determine the bearing capacity of a wet loess base in seismic areas.

References

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Published

2023-06-26

How to Cite

Khakimov, G. ., Abduraimova , K. ., Askarov , M., & Khakimova , M. . (2023). INFLUENCE OF HUMIDITY ON CHANGES IN THE STRENGTH CHARACTERISTICS OF LESS SOILS UNDER SEISMIC INFLUENCE. International Bulletin of Engineering and Technology, 3(6), 274–281. Retrieved from https://internationalbulletins.com/intjour/index.php/ibet/article/view/863