Taking into Account the Physical and Mechanical Properties of Clay Soils in Engineering Geological Exploration Calculations

dc.contributor.author	Mustanov Ilg‘orjon Shokir o‘g‘li
dc.contributor.author	Parmanov Murodqosim Nodir o‘g‘li
dc.date.accessioned	2025-12-30T18:14:59Z
dc.date.issued	2025-03-31
dc.description.abstract	In the proposed work, a nonlinear dependence is given, which makes it possible to determine the limiting value of the forces on the pile at a given value of the permissible settlement outside the proportionality limits, and also shows the real possibility of using nonlinear properties of deformation of clay soils in engineering calculations.
dc.format	application/pdf
dc.identifier.uri	https://scientifictrends.org/index.php/ijst/article/view/514
dc.identifier.uri	https://asianeducationindex.com/handle/123456789/33367
dc.language.iso	eng
dc.publisher	Scientific Trends
dc.relation	https://scientifictrends.org/index.php/ijst/article/view/514/471
dc.rights	https://creativecommons.org/licenses/by/4.0
dc.source	International Journal of Scientific Trends; Vol. 4 No. 3 (2025): IJST; 41-44
dc.source	2980-4299
dc.source	2980-4329
dc.subject	Loading path, shear stresses, settlement, nonlinear properties, piles, vertical displacements, angular deformation.
dc.title	Taking into Account the Physical and Mechanical Properties of Clay Soils in Engineering Geological Exploration Calculations
dc.type	info:eu-repo/semantics/article
dc.type	info:eu-repo/semantics/publishedVersion
dc.type	Peer-reviewed Article

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