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dc.contributor.authorRoshan, Mohammad Jawed
dc.contributor.authorRashid, Ahmad Safuan A.
dc.contributor.authorTamassoki, Sakina
dc.contributor.authorCorreia, António Gomes
dc.contributor.authorMoldovan, Ionut Dragos
dc.contributor.authorHorpibulsuk, Suksun
dc.contributor.authorUllah, Arshad
dc.date.accessioned2026-08-20T11:26:00Z
dc.date.available2026-08-20T11:26:00Z
dc.date.copyright2025/07/26
dc.date.issued2025
dc.identifier.otherJMCEE7.MTENG-19964.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4312189
dc.description.abstractAbstractThis study investigated the dynamic behavior of fine-grained lateritic soils under one-way, stress-controlled cyclic triaxial testing in undrained conditions, focusing on deformation patterns, resilient modulus, strain-dependent shear modulus, and ...Practical ApplicationsThis study presents a method to assess the dynamic behavior of fine-grained lateritic soils under cyclic loading, identifying critical stress ratios (CSRcr) and considering factors such as pore-water pressure and loading frequency. It ...
dc.publisherAmerican Society of Civil Engineers
dc.titleBehavior of Fine-Grained Residual Soil under Cyclic Loading
dc.typeJournal Article
dc.journal.volume37
dc.journal.issue10
dc.journal.titleJournal of Materials in Civil Engineering
dc.identifier.doi10.1061/JMCEE7.MTENG-19964
dc.journal.fristpage04025348-1
dc.journal.lastpage04025348-21
dc.page21
dc.treeJournal of Materials in Civil Engineering:;2025:;Volume ( 037 ):;issue: 010
dc.contenttypeFulltext


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