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dc.contributor.authorBin Zhang
dc.contributor.authorShuai Shao
dc.contributor.authorShengjun Shao
dc.contributor.authorLiguo Yang
dc.contributor.authorJiang Wu
dc.contributor.authorLei Qi
dc.date.accessioned2025-08-17T22:22:04Z
dc.date.available2025-08-17T22:22:04Z
dc.date.copyright7/1/2025 12:00:00 AM
dc.date.issued2025
dc.identifier.otherIJGNAI.GMENG-10903.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4306834
dc.description.abstractCyclic spherical stresses are prevalent in dynamic stress fields and significantly influence the dynamic behavior of loess, a material characterized by high compressibility and anisotropy. Previous research has primarily focused on shear stresses, often overlooking the impact of spherical stresses. This study investigated the deformation induced by cyclic spherical stress under different initial states. Irreversible and reversible components were identified from both volumetric and shear strains, and their variation patterns were analyzed. Shear strain is found to be generated by the material’s anisotropy. The results indicate that the volume of the sample shrinks significantly under cyclic spherical stress, with irreversible volumetric strain increasing nonlinearly as the number of cycles increases. Irreversible shear strains can be categorized into two types based on their formation mechanisms. The first is when significant initial anisotropy leads to radial deformation greater than axial deformation under spherical stress, resulting in shear strain increasing in the negative direction. As consolidation stress increases, the initial anisotropy gradually diminishes. The second is when stress-induced anisotropy results in positive shear strain because consolidation deviatoric stress contributes to an increase in shear strain in the positive direction. As the stress ratio rises, the induced anisotropy is further enhanced. The axial reversible strain of the sample is minor, and the reversible components of volumetric and shear strains primarily arise from radial contraction and expansion. As the spherical stress increases, the sample volume shrinks (positive volumetric strain), whereas the initial anisotropy leads to negative shear strain, resulting in opposite signs. Finally, a method for predicting irreversible strain under cyclic spherical stress is established based on a memoryless geometric distribution.
dc.publisherAmerican Society of Civil Engineers
dc.titleExperimental Study on the Deformation of Anisotropic Loess under Cyclic Spherical Stress
dc.typeJournal Article
dc.journal.volume25
dc.journal.issue7
dc.journal.titleInternational Journal of Geomechanics
dc.identifier.doi10.1061/IJGNAI.GMENG-10903
dc.journal.fristpage04025111-1
dc.journal.lastpage04025111-17
dc.page17
dc.treeInternational Journal of Geomechanics:;2025:;Volume ( 025 ):;issue: 007
dc.contenttypeFulltext


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