PILE FOUNDATIONS USED IN SEISMIC REGIONS

dc.contributor.author	M.M. Bakhromov
dc.date.accessioned	2025-12-29T12:12:26Z
dc.date.issued	2025-12-22
dc.description.abstract	The seismic resistance problem of pile foundations; the influence of the design seismicity of the construction site; the horizontal component of seismic actions; the reduction of seismic force due to denser soils; vibrations of the “structure–foundation” system; clay soils and sandy soils; determination of bearing capacity for various soil conditions and for insufficiently studied pile types; and methods for determining the bearing capacity of pile foundations under seismic loading conditions
dc.format	application/pdf
dc.identifier.uri	https://westerneuropeanstudies.com/index.php/1/article/view/3157
dc.identifier.uri	https://asianeducationindex.com/handle/123456789/18564
dc.language.iso	eng
dc.publisher	Western European Studies
dc.relation	https://westerneuropeanstudies.com/index.php/1/article/view/3157/2202
dc.rights	Copyright (c) 2025 Western European Journal of Modern Experiments and Scientific Methods
dc.rights	https://creativecommons.org/licenses/by-nc/4.0
dc.source	Western European Journal of Modern Experiments and Scientific Methods; Vol. 3 No. 12 (2025): WEJMESM; 161-166
dc.source	2942-1896
dc.subject	Pile foundations
dc.subject	site seismicity
dc.subject	seismic actions
dc.subject	soil
dc.title	PILE FOUNDATIONS USED IN SEISMIC REGIONS
dc.type	info:eu-repo/semantics/article
dc.type	info:eu-repo/semantics/publishedVersion
dc.type	Peer-reviewed Article

item.page.files

pagination.showing.labelpagination.showing.detail

item.page.filesection.name: bakhromov_2025_pile_foundations_used_in_seismic_regions.pdf
item.page.filesection.size: 224.53 KB
item.page.filesection.format: Adobe Portable Document Format