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dc.contributor.authorZhang, Shuodong
dc.contributor.authorZhao, Tao
dc.contributor.authorChen, Bohan
dc.contributor.authorBian, Yadong
dc.contributor.authorWei, Houzhen
dc.date.accessioned2026-08-20T20:57:56Z
dc.date.available2026-08-20T20:57:56Z
dc.date.copyright2026/02/11
dc.date.issued2026
dc.identifier.otherIJGNAI.GMENG-12436.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4313741
dc.description.abstractAbstract In geotechnical engineering, the mechanical behavior of calcareous soils (CS) is significantly influenced by particle breakage and the resulting change in shape morphology. This study focuses on understanding the characteristics of particle ...
dc.publisherAmerican Society of Civil Engineers
dc.titleParticle Breakage and Shear Strength Behavior of Calcareous Soils under Triaxial Loading Conditions
dc.typeJournal Article
dc.journal.volume26
dc.journal.issue4
dc.journal.titleInternational Journal of Geomechanics
dc.identifier.doi10.1061/IJGNAI.GMENG-12436
dc.journal.fristpage04026052-1
dc.journal.lastpage04026052-16
dc.page16
dc.treeInternational Journal of Geomechanics:;2026:;Volume ( 026 ):;issue: 004
dc.contenttypeFulltext


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