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Sivakumar, V., Tan, W. C., Murray, E. J., McKinley, J. D. (2006) Wetting, drying and compression characteristics of compacted clay. Géotechnique, 56 (1). 57-62 doi:10.1680/geot.2006.56.1.57

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Reference TypeJournal (article/letter/editorial)
TitleWetting, drying and compression characteristics of compacted clay
JournalGéotechnique
AuthorsSivakumar, V.Author
Tan, W. C.Author
Murray, E. J.Author
McKinley, J. D.Author
Year2006 (February)Volume56
Issue1
PublisherThomas Telford Ltd.
DOIdoi:10.1680/geot.2006.56.1.57Search in ResearchGate
Generate Citation Formats
Mindat Ref. ID10726631Long-form Identifiermindat:1:5:10726631:0
GUID0
Full ReferenceSivakumar, V., Tan, W. C., Murray, E. J., McKinley, J. D. (2006) Wetting, drying and compression characteristics of compacted clay. Géotechnique, 56 (1). 57-62 doi:10.1680/geot.2006.56.1.57
Plain TextSivakumar, V., Tan, W. C., Murray, E. J., McKinley, J. D. (2006) Wetting, drying and compression characteristics of compacted clay. Géotechnique, 56 (1). 57-62 doi:10.1680/geot.2006.56.1.57
In(2006, February) Géotechnique Vol. 56 (1) Thomas Telford Ltd.

See Also

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Sivakumar, V., Wheeler, S. J. (2000) Influence of compaction procedure on the mechanical behaviour of an unsaturated compacted clay. Part 1: Wetting and isotropic compression. Géotechnique, 50 (4). 359-368 doi:10.1680/geot.2000.50.4.359
Thom, R., Sivakumar, R., Sivakumar, V., Murray, E. J., Mackinnon, P. (2007) Pore size distribution of unsaturated compacted kaolin: the initial states and final states following saturation. Géotechnique, 57 (5). 469-474 doi:10.1680/geot.2007.57.5.469
SIVAKUMAR, V., SIVAKUMAR, R., MURRAY, E.J., MACKINNON, P., BOYD, J. (2010) Mechanical behaviour of unsaturated kaolin (with isotropic and anisotropic stress history). Part 1: wetting and compression behaviour. Géotechnique, 60 (8). 581-594 doi:10.1680/geot.8.p.007
SIVAKUMAR, V., KODIKARA, J., O'HAGAN, R., HUGHES, D., CAIRNS, P., McKINLEY, J.D. (2013) Effects of confining pressure and water content on performance of unsaturated compacted clay under repeated loading. Géotechnique, 63 (8). 628-640 doi:10.1680/geot.10.p.103
SIVAKUMAR, V., ZAINI, J., GALLIPOLI, D., SOLAN, B. (2015) Wetting of compacted clays under laterally restrained conditions: initial state, overburden pressure and mineralogy. Géotechnique, 65 (2). 111-125 doi:10.1680/geot.14.p.019
Murray, E.J., Sivakumar, V. (2012) A microstructurally based effective stress for unsaturated soils. E. E. ALONSO, J.-M. PEREIRA, J. VAUNAT and S. OLIVELLA (2010).Géotechnique60, No. 12, 913–925, http://dx.doi.org/10.1680/geot.8.P.002. Géotechnique, 62 (5). 463-465 doi:10.1680/geot.11.d.004
Murray, E. J., Sivakumar, V. (2004) Discussion: Critical state parameters for an unsaturated residual sandy soil. Géotechnique, 54 (1). 69-71 doi:10.1680/geot.2004.54.1.69
Wheeler, S. J., Sivakumar, V. (2000) Influence of compaction procedure on the mechanical behaviour of an unsaturated compacted clay. Part 2: shearing and constitutive modelling. Géotechnique, 50 (4). 369-376 doi:10.1680/geot.2000.50.4.369
BOYD, J.L., SIVAKUMAR, V. (2011) Experimental observations of the stress regime in unsaturated compacted clay when laterally confined. Géotechnique, 61 (4). 345-363 doi:10.1680/geot.2011.61.4.345
Richards, D. J., Clark, J., Powrie, W. (2006) Installation effects of a bored pile wall in overconsolidated clay. Géotechnique, 56 (6). 411-425 doi:10.1680/geot.2006.56.6.411
McCarter, W. J. (1984) The electrical resistivity characteristics of compacted clays. Géotechnique, 34 (2). 263-267 doi:10.1680/geot.1984.34.2.263
 
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