DURABILITY OF REINFORCED CONCRETE PILES IN AGGRESSIVE SOIL CONDITIONS

dc.contributor.author	K. Maxsimov
dc.date.accessioned	2025-12-28T20:19:15Z
dc.date.issued	2023-11-30
dc.description.abstract	A method is given for determining the bearing capacity of driven piles in aggressive soil conditions. The shear resistance f0 of concrete corrosion products and the resistance of piles Фk in the area of possible corrosion damage to concrete were determined. Taking into account the influencing factor of the corrosion process on the bearing capacity of piles in medium, highly aggressive environments, primary and secondary protection of piles have been proposed.
dc.format	application/pdf
dc.identifier.uri	https://sjird.journalspark.org/index.php/sjird/article/view/849
dc.identifier.uri	https://asianeducationindex.com/handle/123456789/13693
dc.language.iso	eng
dc.publisher	Journals Park Publishing
dc.relation	https://sjird.journalspark.org/index.php/sjird/article/view/849/815
dc.source	Spectrum Journal of Innovation, Reforms and Development; Vol. 21 (2023); 270-273
dc.source	2751-1731
dc.subject	saline soils, soil resistance along the lateral surface of the pile, concrete corrosion, predicted corrosion depth, impregnating compositions, sulfate-resistant рortland cement.
dc.title	DURABILITY OF REINFORCED CONCRETE PILES IN AGGRESSIVE SOIL CONDITIONS
dc.type	info:eu-repo/semantics/article
dc.type	info:eu-repo/semantics/publishedVersion
dc.type	Peer-reviewed Article

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