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dc.contributor.authorDeng, C
dc.contributor.authorHaigh, SK
dc.date.accessioned2022-06-02T23:30:12Z
dc.date.available2022-06-02T23:30:12Z
dc.date.issued2022
dc.identifier.issn0016-8505
dc.identifier.urihttps://www.repository.cam.ac.uk/handle/1810/337692
dc.description.abstract<jats:p> A series of centrifuge tests was conducted to explore the deformation mechanisms and earth pressures mobilised in loose and dense sand for a complete set of passive movement modes of a rigid retaining wall: rotation about the top and base and translation. Sand deformations were measured by particle image velocimetry and earth pressures were observed by a Tekscan pressure mapping system. Simplified linkages between wall displacements, sand strains and earth pressures were built. Superposition of such results would allow designers to predict retaining wall behaviour in sand during the construction sequence as well as ultimate collapse in a mobilisable strength design procedure. </jats:p>
dc.description.sponsorshipChina Scholarship Council
dc.publisherThomas Telford Ltd.
dc.rightsAll Rights Reserved
dc.rights.urihttp://www.rioxx.net/licenses/all-rights-reserved
dc.titleSand Deformation Mechanisms and Earth Pressures Mobilised with Passive Rigid Retaining Wall Movements
dc.typeArticle
dc.publisher.departmentDepartment of Engineering
dc.date.updated2022-05-18T11:16:28Z
prism.publicationNameGeotechnique
dc.identifier.doi10.17863/CAM.85098
dcterms.dateAccepted2022-05-17
rioxxterms.versionofrecord10.1680/jgeot.21.00058
rioxxterms.versionAM
dc.contributor.orcidHaigh, Stuart [0000-0003-3782-0099]
dc.identifier.eissn1751-7656
rioxxterms.typeJournal Article/Review
cam.issuedOnline2022-07-14
cam.orpheus.successWed Aug 03 09:45:41 BST 2022 - Embargo updated
cam.orpheus.counter6
cam.depositDate2022-05-18
pubs.licence-identifierapollo-deposit-licence-2-1
pubs.licence-display-nameApollo Repository Deposit Licence Agreement
rioxxterms.freetoread.startdate2022-07-14


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