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Investigation of the Patterns of Changes in the Structural Strength of Moistened Loess Soils Under Dynamic (Seismic) Influences

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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.accessioned2025-12-30T18:14:18Z
dc.date.issued2024-02-05
dc.description.abstractThis scientific article presents the results of laboratory and field experimental studies on the study of patterns of changes in the structural strengths of moistened loess soils under dynamic influences, depending on various external and internal factors. Recommendations have been developed for determining the design pressure based on buildings, taking into account changes in the strength characteristics of loess soils under seismic influences.
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dc.identifier.urihttps://scientifictrends.org/index.php/ijst/article/view/217
dc.identifier.urihttps://asianeducationindex.com/handle/123456789/33089
dc.language.isoeng
dc.publisherScientific Trends
dc.relationhttps://scientifictrends.org/index.php/ijst/article/view/217/187
dc.rightshttps://creativecommons.org/licenses/by-nc-nd/4.0
dc.sourceInternational Journal of Scientific Trends; Vol. 3 No. 2 (2024): IJST; 1-9
dc.source2980-4299
dc.source2980-4329
dc.subjectadhesion; connectivity; vibration compaction; angle of internal friction; bulk soil; loess soil; strength characteristics; vibration roller; structural strength; method; seismic subsidence.
dc.titleInvestigation of the Patterns of Changes in the Structural Strength of Moistened Loess Soils Under Dynamic (Seismic) Influences
dc.typeinfo:eu-repo/semantics/article
dc.typeinfo:eu-repo/semantics/publishedVersion
dc.typePeer-reviewed Article

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