Influence of Soil Backfill on the Sides of the Pipe on its Strength

dc.contributor.author	Abdimuminov E. F.
dc.date.accessioned	2025-12-30T18:14:21Z
dc.date.issued	2024-02-16
dc.description.abstract	The purpose of the article is to study the stress-strain state of rigid underground pipes under various laying and loading conditions. Here attention is paid to testing pipes using a two-force scheme in underground conditions.
dc.format	application/pdf
dc.identifier.uri	https://scientifictrends.org/index.php/ijst/article/view/238
dc.identifier.uri	https://asianeducationindex.com/handle/123456789/33109
dc.language.iso	eng
dc.publisher	Scientific Trends
dc.relation	https://scientifictrends.org/index.php/ijst/article/view/238/208
dc.rights	https://creativecommons.org/licenses/by/4.0
dc.source	International Journal of Scientific Trends; Vol. 3 No. 2 (2024): IJST; 105-109
dc.source	2980-4299
dc.source	2980-4329
dc.subject	Stress, strain, pipe, strength, soil.
dc.title	Influence of Soil Backfill on the Sides of the Pipe on its Strength
dc.type	info:eu-repo/semantics/article
dc.type	info:eu-repo/semantics/publishedVersion
dc.type	Peer-reviewed Article

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