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dc.contributor.authorLiu, Shiyi
dc.contributor.authorLi, Ming
dc.contributor.authorShao, Longtan
dc.date.accessioned2026-08-20T11:57:17Z
dc.date.available2026-08-20T11:57:17Z
dc.date.copyright2025/07/24
dc.date.issued2025
dc.identifier.otherIJGNAI.GMENG-11733.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4312892
dc.description.abstractAbstract The finite-element limit-equilibrium method (FELEM) has been successfully applied for the stability analysis of soil slopes and homogeneous rock slopes. It employs optimization algorithms to identify the critical slip surface and determine the ...
dc.publisherAmerican Society of Civil Engineers
dc.titleJointed Rock Slope Stability Analysis Using Finite-Element Limit-Equilibrium Method
dc.typeJournal Article
dc.journal.volume25
dc.journal.issue10
dc.journal.titleInternational Journal of Geomechanics
dc.identifier.doi10.1061/IJGNAI.GMENG-11733
dc.journal.fristpage04025213-1
dc.journal.lastpage04025213-14
dc.page14
dc.treeInternational Journal of Geomechanics:;2025:;Volume ( 025 ):;issue: 010
dc.contenttypeFulltext


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