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MAIN PROPERTIES OF ROCKY SOILS AND THEIR ROLE IN BUILDING AND ROAD CONSTRUCTION IN UZBEKISTAN

Authors

  • Shaxnoza Xalimova Raximidjanovna

    Tashkent State Transport University, Tashkent, Uzbekistan
    Author
  • Raxmonov Sarvar Islom o`g`li

    Tashkent State Transport University, Tashkent, Uzbekistan
    Author
  • Umarov Xurshidjon O`tkirjon o`g`li

    Tashkent State Transport University, Tashkent, Uzbekistan
    Author

Keywords:

Rocky soils, rock mass, engineering geology, foundations, highways, Uzbekistan, seismic regions

Abstract

Rocky soils are extensively distributed throughout Uzbekistan, particularly in mountainous and foothill regions such as the Tien Shan and Pamir-Alay systems. Their physical, mechanical, and hydrogeological properties play a decisive role in the design, construction, and long-term performance of buildings and road infrastructure. This article provides a detailed analysis of rocky soil characteristics, engineering behavior, construction challenges, and mitigation measures, with special emphasis on local geological, climatic, and seismic conditions of Uzbekistan

References

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4. Boboev, N., & Tursunov, L. Mechanical Behavior of Rocky Soils under Load. Journal of Uzbek Geotechnical Research, 2015; 12(3): 45–58.

5. Nazarov, R. Seismic Effects on Mountainous Soils of Uzbekistan. Tashkent: National Institute of Seismology, 2018.

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7. State Committee of the Republic of Uzbekistan on Geology. Engineering-Geological Maps and Soil Classification of Uzbekistan, 2020.

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Published

2025-12-26