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dc.contributor.authorJiachen Zhang
dc.contributor.authorXiaomeng Ji
dc.contributor.authorXianjing Kong
dc.contributor.authorDegao Zou
dc.contributor.authorChenguang Zhou
dc.contributor.authorYongkui Fu
dc.date.accessioned2024-12-24T10:33:05Z
dc.date.available2024-12-24T10:33:05Z
dc.date.copyright7/1/2024 12:00:00 AM
dc.date.issued2024
dc.identifier.otherIJGNAI.GMENG-9142.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4299134
dc.description.abstractIn undrained triaxial tests, membrane penetration varies with the change of effective confining pressure. Membrane compliance correction is a necessary step to accurately obtain the dynamic characteristics of soils in geotechnical tests. In this paper, a real-time instrument compensation equipment was adopted to eliminate membrane compliance The influence of membrane compliance on pore pressure was explained from experimental perspective, and a two-stage formula was proposed to establish the relationship between the optimized membrane correction coefficient Cm and the normalized pore pressure
dc.publisherAmerican Society of Civil Engineers
dc.titleStudy on Prediction of Pore Pressure Development without Membrane Compliance Based on <i>C<sub>m</sub></i>
dc.typeJournal Article
dc.journal.volume24
dc.journal.issue7
dc.journal.titleInternational Journal of Geomechanics
dc.identifier.doi10.1061/IJGNAI.GMENG-9142
dc.journal.fristpage04024142-1
dc.journal.lastpage04024142-18
dc.page18
dc.treeInternational Journal of Geomechanics:;2024:;Volume ( 024 ):;issue: 007
dc.contenttypeFulltext


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