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Investigation of boring pile integrity of road systems in engineering-geological condition of Kazakhstan

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dc.contributor.author Shakhmov, Zh.
dc.contributor.author Tleulenova, G.
dc.date.accessioned 2023-08-10T09:25:35Z
dc.date.available 2023-08-10T09:25:35Z
dc.date.issued 2023
dc.identifier.issn 2616-7263
dc.identifier.uri http://rep.enu.kz/handle/enu/4547
dc.description.abstract The paper considers the testing of pile foundations for continuity at Atbasar pipeline facility. For testing monolithic concrete and reinforced concrete structures, a variety of the pit (pile integrity test) method is used – low-deformation dynamic tests. This is the most modern technique in the world practice of recent years. It allows you to check the continuity of all types of monolithic concrete and reinforced concrete structures, including concrete (reinforced concrete) piles, to identify defects in them. Based on the obtained pile data, as a result of testing for the continuity of foundations, the number of non-defective piles and defective piles are reflected, and solutions are proposed to ensure the reliability and safety of the pipeline operation. A total of 10 bored piles, which were located in 4 separately standing foundations, were investigated in the work. The results showed that 3 piles could have defects in the form of cracks or narrowing of the crosssection of the bored piles. ru
dc.language.iso en ru
dc.publisher L.N.Gumilyov Eurasian National University ru
dc.subject pile tests ru
dc.subject highway ru
dc.subject overpass ru
dc.subject defects ru
dc.title Investigation of boring pile integrity of road systems in engineering-geological condition of Kazakhstan ru
dc.type Article ru


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