Load-bearing capacity of large-sized piles in soils in Uzbekistan

The strength indicators of the soil layers provided in the engineering and geological report of the construction site where the building is being erected can be used to calculate the load-bearing capability of the large-diameter bored piles constructed. However, actual testing must be used to validate the calculated results. The article presents the results of determining the load-bearing capacity of large piles in the Republic of Karakalpakstan in accordance with international testing standards. Based on the results, the pile’s limit bearing capacity was determined using the Mazurkiewicz method. Then, based on the results obtained, national and international regulatory documents were compared. In addition, the advantages and limitations of determining the load-bearing capacity of piles based on theoretical and real experiments were presented.