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dc.contributor.authorKhosravi, Ali
dc.contributor.authorMousavi, Sayedmasoud
dc.contributor.authorRahimi, Mehrzad
dc.date.accessioned2026-08-20T12:05:49Z
dc.date.available2026-08-20T12:05:49Z
dc.date.copyright2026/02/05
dc.date.issued2026
dc.identifier.otherIJGNAI.GMENG-11881.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4313092
dc.description.abstractAbstract This study introduces a semiempirical model characterizing the shear behavior of infilled rock fractures, accounting for both the roughness of rock fracture walls and the presence of unsaturated fine-grained infill materials. The model expands ... Practical Applications Understanding how changes in water content affect the strength of infill materials within rock fractures is critical for the safe design, construction, and long-term stability of slopes, tunnels, foundations, and other rock ...
dc.publisherAmerican Society of Civil Engineers
dc.titleA Semiempirical Approach to Modeling Shear Strength in Unsaturated Infilled Rock Fractures
dc.typeJournal Article
dc.journal.volume26
dc.journal.issue4
dc.journal.titleInternational Journal of Geomechanics
dc.identifier.doi10.1061/IJGNAI.GMENG-11881
dc.journal.fristpage04026047-1
dc.journal.lastpage04026047-15
dc.page15
dc.treeInternational Journal of Geomechanics:;2026:;Volume ( 026 ):;issue: 004
dc.contenttypeFulltext


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