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dc.contributor.authorWu, Jiawei
dc.contributor.authorChen, Yun
dc.contributor.authorYan, Huaxiang
dc.contributor.authorXie, Haijian
dc.contributor.authorShi, Yanghui
dc.date.accessioned2026-08-20T12:20:38Z
dc.date.available2026-08-20T12:20:38Z
dc.date.copyright2025/10/30
dc.date.issued2026
dc.identifier.otherIJGNAI.GMENG-12067.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4313382
dc.description.abstractAbstract The breakthrough time of the landfill liner system will be significantly reduced due to the consolidation of the clay, which significantly affects the transport of contaminants. A detailed quantitative analysis could not be performed in this ...
dc.publisherAmerican Society of Civil Engineers
dc.titleAssessment of Coupled Consolidation and Contaminant Transport on the Performance of Cationic Surfactant–Modified Bentonite-Loess Landfill Liners
dc.typeJournal Article
dc.journal.volume26
dc.journal.issue1
dc.journal.titleInternational Journal of Geomechanics
dc.identifier.doi10.1061/IJGNAI.GMENG-12067
dc.journal.fristpage04025312-1
dc.journal.lastpage04025312-12
dc.page12
dc.treeInternational Journal of Geomechanics:;2026:;Volume ( 026 ):;issue: 001
dc.contenttypeFulltext


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