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dc.contributor.convenorK. Rainer Massarschen_AU
dc.contributor.authorBalasubramaniam, Balaen_US
dc.contributor.authorBuessucesco, Ben_US
dc.contributor.authorOh, Erwinen_US
dc.contributor.authorBolton, Marken_US
dc.contributor.authorBergado, D.en_US
dc.contributor.authorLorenzo, G.en_US
dc.contributor.editorK. Rainer Massarsch et al.en_US
dc.date.accessioned2017-04-24T11:23:05Z
dc.date.available2017-04-24T11:23:05Z
dc.date.issued2005en_US
dc.date.modified2009-10-05T05:55:18Z
dc.identifier.refurihttp://www.deepmixing05.se/en_AU
dc.identifier.doihttp://www.swedgeo.se/sd/dm05.aspen_AU
dc.identifier.urihttp://hdl.handle.net/10072/2687
dc.description.abstractTraditionally, unconfined compression tests are carried out on lime and cement treated soft clays with parametric variation of the additive content and curing time. These studies were most valuable in having a good understanding on the pseudo modulus and strength of the treated clays. In this paper, some pioneering works carried out under triaxial undrained, drained and isotropic and anisotropic consolidation conditions are presented and discussed within the frame work of using deviator stress, mean normal stress and voids ratio (or water content); the so-called state boundary surface and the associated stress-strain behaviour. The results clearly illustrate the effect of additive content and the curing time in the development of pore pressure and shear strain under undrained condition and the volumetric strain and shear strain during the drained case. The dilatancy ratio seems to be similar to the untreated behaviour while the development of pore pressure is suppressed and also the volumetric strain under the drained condition. The treated strength lies between those of the critical state and the tensile fracture envelope. Strength degradation beyond the peak is also illustrated with continuous shear.en_US
dc.description.peerreviewedYesen_US
dc.description.publicationstatusYesen_AU
dc.languageEnglishen_US
dc.language.isoen_AU
dc.publisherSwedish Deep Stabilization Research Centreen_US
dc.publisher.placeSwedenen_US
dc.publisher.urihttp://www.swedgeo.se/sd/en_AU
dc.relation.ispartofstudentpublicationYen_AU
dc.relation.ispartofconferencenameInternational Conference on Deep Mixing - Best Practice and Recent Advancesen_US
dc.relation.ispartofconferencetitleDeep Mixing 05, International Conference on Deep Mixing - Best Practice and Recent Advancesen_US
dc.relation.ispartofdatefrom2005-05-23en_US
dc.relation.ispartofdateto2005-05-25en_US
dc.relation.ispartoflocationStockholm, Swedenen_US
dc.rights.retentionNen_AU
dc.subject.fieldofresearchcode290805en_US
dc.titleStrength degradation and critical state seeking behaviour of lime treated soft clayen_US
dc.typeConference outputen_US
dc.type.descriptionE1 - Conference Publications (HERDC)en_US
dc.type.codeE - Conference Publicationsen_US
gro.facultyGriffith Sciences, Griffith School of Engineeringen_US
gro.date.issued2005
gro.hasfulltextNo Full Text


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    Contains papers delivered by Griffith authors at national and international conferences.

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