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contributor authorShi, Zhenhao
contributor authorTu, Zizhen
contributor authorQian, Jiangu
contributor authorHuang, Da
date accessioned2026-08-20T21:00:53Z
date available2026-08-20T21:00:53Z
date copyright2026/03/12
date issued2026
identifier otherIJGNAI.GMENG-12502.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4313818
description abstractAbstract This study investigates the dilatancy behavior of normally consolidated reconstituted clays. Comprehensive laboratory tests were conducted on deep Shanghai clay to investigate its mechanical behavior. The test results were compared with test ...
publisherAmerican Society of Civil Engineers
titleDilatancy Behavior of Normally Consolidated Reconstituted Clays: A Novel Constitutive Model Based on Bounding Compression Line
typeJournal Article
journal volume26
journal issue5
journal titleInternational Journal of Geomechanics
identifier doi10.1061/IJGNAI.GMENG-12502
journal fristpage04026081-1
journal lastpage04026081-11
page11
treeInternational Journal of Geomechanics:;2026:;Volume ( 026 ):;issue: 005
contenttypeFulltext


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