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Problems of Design and Construction of Buildings and Structures in Seismic Areas, on Weak Moistened Clay and Subsidence Loess Bases

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dc.contributor.authorKhakimov Gayrat Akramovich
dc.contributor.authorBaymatov Shaxriddin Xushvaqtovich
dc.contributor.authorRakhimov Sherzod Abduvakhobjonovich
dc.contributor.authorTulyaganov Zafar Sunnatovich
dc.contributor.authorAdilkhanova Zarofatkhan
dc.date.accessioned2025-12-30T18:14:19Z
dc.date.issued2024-02-05
dc.description.abstractThis article presents the features of the design and construction of buildings and structures on weak clay and subsident loess soils in seismic areas. A recommendation is given on vibration compaction of weak moistened clay and subsident loess soils of the foundations of buildings and structures, as well as bulk soils filled up around the foundation in seismically active areas.
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dc.identifier.urihttps://scientifictrends.org/index.php/ijst/article/view/219
dc.identifier.urihttps://asianeducationindex.com/handle/123456789/33091
dc.language.isoeng
dc.publisherScientific Trends
dc.relationhttps://scientifictrends.org/index.php/ijst/article/view/219/189
dc.rightshttps://creativecommons.org/licenses/by-nc-nd/4.0
dc.sourceInternational Journal of Scientific Trends; Vol. 3 No. 2 (2024): IJST; 19-26
dc.source2980-4299
dc.source2980-4329
dc.subjectWeak clay soil, subsident loess soil, bulk soil, seismic areas, earthquakes, precipitation and subsidence, vibration method, seismic deformation, acceleration, strength characteristics of soils, foundations.
dc.titleProblems of Design and Construction of Buildings and Structures in Seismic Areas, on Weak Moistened Clay and Subsidence Loess Bases
dc.typeinfo:eu-repo/semantics/article
dc.typeinfo:eu-repo/semantics/publishedVersion
dc.typePeer-reviewed Article

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