Please use this identifier to cite or link to this item: http://hdl.handle.net/10397/101169
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dc.contributorDepartment of Civil and Environmental Engineeringen_US
dc.creatorKhalid, Uen_US
dc.creatorYe, GLen_US
dc.creatorYadav, SKen_US
dc.creatorYin, ZYen_US
dc.date.accessioned2023-08-30T04:15:35Z-
dc.date.available2023-08-30T04:15:35Z-
dc.identifier.issn0141-1187en_US
dc.identifier.urihttp://hdl.handle.net/10397/101169-
dc.language.isoenen_US
dc.publisherElsevier LTden_US
dc.rights© 2019 Elsevier Ltd. All rights reserved.en_US
dc.rights© 2019. This manuscript version is made available under the CC-BY-NC-ND 4.0 license https://creativecommons.org/licenses/by-nc-nd/4.0/en_US
dc.rightsThe following publication Khalid, U., Ye, G. L., Yadav, S. K., & Yin, Z. Y. (2019). A simple experimental method to regain the mechanical behavior of naturally structured marine clays. Applied Ocean Research, 88, 275-287 is available at https://doi.org/10.1016/j.apor.2019.04.012.en_US
dc.subjectCompressibilityen_US
dc.subjectMicrostructureen_US
dc.subjectReconstruction methoden_US
dc.subjectStress pathen_US
dc.subjectStructured marine clayen_US
dc.titleA simple experimental method to regain the mechanical behavior of naturally structured marine claysen_US
dc.typeJournal/Magazine Articleen_US
dc.identifier.spage275en_US
dc.identifier.epage287en_US
dc.identifier.volume88en_US
dc.identifier.doi10.1016/j.apor.2019.04.012en_US
dcterms.abstractQuantitative laboratory studies on the structural behavior of natural intact marine clays require a large number of identical natural samples leading to an expensive and challenging task. This study proposes a simple method to reconstruct an artificial structured marine clay as the state of its natural intact clay at both macro and micro levels. For this purpose, the Shanghai marine clay is selected and mixed with low cement contents (1–6%). The clay-cement slurry is mixed in a container with the ice-covered sides at a low temperature about 0 ± 2 °C to postpone the hydration reactions until consolidation began. The purpose of adding cement is to generate the inter-particle bonding and structure in reconstituted samples. Initially, the reconstituted samples are consolidated under the in situ stress of 98 kPa and then under the pre-consolidation pressure of 50 kPa. Mechanical characteristics such as compression index, yield stress, unconfined compression strength, shear strength ratio, and the stress paths from triaxial tests are compared with natural intact clay accordingly. Scanning electron microscope and mercury intrusion porosimetry analyses are also performed to analyze the microstructure of clays for comparison. Furthermore, the proposed method is also examined by using natural intact marine clays of different locations and characteristics.en_US
dcterms.accessRightsopen accessen_US
dcterms.bibliographicCitationApplied ocean research, July 2019, v. 88, p. 275-287en_US
dcterms.isPartOfApplied ocean researchen_US
dcterms.issued2019-07-
dc.identifier.scopus2-s2.0-85065452413-
dc.identifier.eissn1879-1549en_US
dc.description.validate202308 bcchen_US
dc.description.oaAccepted Manuscripten_US
dc.identifier.FolderNumberCEE-1340-
dc.description.fundingSourceOthersen_US
dc.description.fundingTextNational Nature Science Foundation of China; National Natural Science Foundation of Chinaen_US
dc.description.pubStatusPublisheden_US
dc.identifier.OPUS20985263-
dc.description.oaCategoryGreen (AAM)en_US
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