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dc.contributor.convenorK. Rainer Massarsch
dc.contributor.authorBalasubramaniam, Bala
dc.contributor.authorBuessucesco, B
dc.contributor.authorOh, Erwin
dc.contributor.authorBolton, Mark
dc.contributor.authorBergado, D.
dc.contributor.authorLorenzo, G.
dc.contributor.editorK. Rainer Massarsch et al.
dc.date.accessioned2017-05-03T14:08:30Z
dc.date.available2017-05-03T14:08:30Z
dc.date.issued2005
dc.date.modified2009-10-05T05:55:18Z
dc.identifier.refurihttp://www.deepmixing05.se/
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.
dc.description.peerreviewedYes
dc.description.publicationstatusYes
dc.languageEnglish
dc.language.isoeng
dc.publisherSwedish Deep Stabilization Research Centre
dc.publisher.placeSweden
dc.publisher.urihttp://www.swedgeo.se/sd/
dc.publisher.urihttp://www.swedgeo.se/sd/dm05.asp
dc.relation.ispartofstudentpublicationY
dc.relation.ispartofconferencenameInternational Conference on Deep Mixing - Best Practice and Recent Advances
dc.relation.ispartofconferencetitleDeep Mixing 05, International Conference on Deep Mixing - Best Practice and Recent Advances
dc.relation.ispartofdatefrom2005-05-23
dc.relation.ispartofdateto2005-05-25
dc.relation.ispartoflocationStockholm, Sweden
dc.rights.retentionN
dc.subject.fieldofresearchcode290805
dc.titleStrength degradation and critical state seeking behaviour of lime treated soft clay
dc.typeConference output
dc.type.descriptionE1 - Conferences
dc.type.codeE - Conference Publications
gro.facultyGriffith Sciences, Griffith School of Engineering
gro.date.issued2005
gro.hasfulltextNo Full Text
gro.griffith.authorBolton, Mark W.
gro.griffith.authorOh, Erwin
gro.griffith.authorBalasubramaniam, Bala B.


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

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