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dc.contributor.authorLu, Weinan
dc.contributor.authorLi, Xuefeng
dc.date.accessioned2026-08-20T10:55:55Z
dc.date.available2026-08-20T10:55:55Z
dc.date.copyright2025/07/11
dc.date.issued2025
dc.identifier.otherIJGNAI.GMENG-10709.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4311459
dc.description.abstractAbstract Aimed at the characteristic that anisotropic sand can yield at isotropic compression conditions and generate volumetric strain when subjected to shear stress, this study proposes an anisotropic hypoplastic model within a wide range of stress. ... Practical Applications The assessment of bearing capacity and stability in foundation design within geotechnical and civil engineering is critical to ensuring safe construction practices. However, accurately describing the deformation and strength of ...
dc.publisherAmerican Society of Civil Engineers
dc.titleAnisotropic Hypoplastic Model Considering Volumetric Yield for Sand with a Wide Range of Stress
dc.typeJournal Article
dc.journal.volume25
dc.journal.issue9
dc.journal.titleInternational Journal of Geomechanics
dc.identifier.doi10.1061/IJGNAI.GMENG-10709
dc.journal.fristpage04025202-1
dc.journal.lastpage04025202-17
dc.page17
dc.treeInternational Journal of Geomechanics:;2025:;Volume ( 025 ):;issue: 009
dc.contenttypeFulltext


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