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dc.contributor.authorZheng, Gang
dc.contributor.authorLv, Lei
dc.contributor.authorYu, Xiaoxuan
dc.contributor.authorZhou, Haizuo
dc.contributor.authorHuang, Xianwen
dc.date.accessioned2026-08-20T11:41:17Z
dc.date.available2026-08-20T11:41:17Z
dc.date.copyright2025/08/19
dc.date.issued2025
dc.identifier.otherIJGNAI.GMENG-11474.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4312537
dc.description.abstractAbstract Deep mixing (DM) columns are widely used to enhance soft soil beneath embankments. These columns are subject to vertical compression and horizontal pressure, developing multiple failure mechanisms, including compression, tension, shear, bending, ...
dc.publisherAmerican Society of Civil Engineers
dc.titleStochastic Stability and Failure Mechanism of Embankments Supported by Deep Mixing Columns Considering Anisotropic Spatial Variability in Clay Shear Strength
dc.typeJournal Article
dc.journal.volume25
dc.journal.issue11
dc.journal.titleInternational Journal of Geomechanics
dc.identifier.doi10.1061/IJGNAI.GMENG-11474
dc.journal.fristpage04025235-1
dc.journal.lastpage04025235-15
dc.page15
dc.treeInternational Journal of Geomechanics:;2025:;Volume ( 025 ):;issue: 011
dc.contenttypeFulltext


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