Please use this identifier to cite or link to this item: https://doi.org/10.1680/grim.2006.10.3.113
DC FieldValue
dc.titleMicrostructure of cement-treated Singapore marine clay
dc.contributor.authorKamruzzaman, A.H.M.
dc.contributor.authorChew, S.H.
dc.contributor.authorLee, F.H.
dc.date.accessioned2014-06-17T08:20:54Z
dc.date.available2014-06-17T08:20:54Z
dc.date.issued2006
dc.identifier.citationKamruzzaman, A.H.M., Chew, S.H., Lee, F.H. (2006). Microstructure of cement-treated Singapore marine clay. Ground Improvement 10 (3) : 113-123. ScholarBank@NUS Repository. https://doi.org/10.1680/grim.2006.10.3.113
dc.identifier.issn1365781X
dc.identifier.urihttp://scholarbank.nus.edu.sg/handle/10635/65809
dc.description.abstractThis paper examines the microstructural behaviour of cement-treated soft Singapore marine clay. The microstructure was investigated using X-ray diffraction, (XRD) scanning electron microscopy, (SEM) mercury intrusion porosimetry, and laser diffractometric measurement of particle size distribution. The XRD analysis of cement-treated clay enables the identification of the formation of cementitious products, namely calcium silicate hydrate (CSH) and calcium aluminium silicate hydrate (CASH). The relative amount of cementitious products (CSH + CASH) is found to increase with increase of the cement content. The fabric of the treated clay changes to flocculated type, comprising clay-cement clusters separated by large intercluster voids with smaller intra-cluster pores, as can be seen from the SEM images of treated clay. This change is more pronounced with higher cement content and prolonged curing time. The flocculation of the clay particles also causes water to be trapped within the clay-cement cluster and increases both the effective size of the particles or cluster and the entrance pore diameter. This understanding clearly helps to explain the observed engineering behaviour of cement-treated clays commonly found in deep cement mixing or jet grouting techniques. © 2006 Thomas Telford Ltd.
dc.description.urihttp://libproxy1.nus.edu.sg/login?url=http://dx.doi.org/10.1680/grim.2006.10.3.113
dc.sourceScopus
dc.subjectCalcium aluminium silicate hydrate
dc.subjectCalcium silicate hydrate
dc.subjectCement-treated clay
dc.subjectCementitious products
dc.subjectFlocculation
dc.subjectMicrostructure
dc.typeArticle
dc.contributor.departmentCIVIL ENGINEERING
dc.description.doi10.1680/grim.2006.10.3.113
dc.description.sourcetitleGround Improvement
dc.description.volume10
dc.description.issue3
dc.description.page113-123
dc.identifier.isiut000216207300003
Appears in Collections:Staff Publications

Show simple item record
Files in This Item:
There are no files associated with this item.

Google ScholarTM

Check

Altmetric


Items in DSpace are protected by copyright, with all rights reserved, unless otherwise indicated.