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Yin, J.-H., Fang, Z. (2006) Physical modelling of consolidation behaviour of a composite foundation consisting of a cement-mixed soil column and untreated soft marine clay. Géotechnique, 56 (1). 63-68 doi:10.1680/geot.2006.56.1.63

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Reference TypeJournal (article/letter/editorial)
TitlePhysical modelling of consolidation behaviour of a composite foundation consisting of a cement-mixed soil column and untreated soft marine clay
JournalGéotechnique
AuthorsYin, J.-H.Author
Fang, Z.Author
Year2006 (February)Volume56
Issue1
PublisherThomas Telford Ltd.
DOIdoi:10.1680/geot.2006.56.1.63Search in ResearchGate
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Mindat Ref. ID10726632Long-form Identifiermindat:1:5:10726632:7
GUID0
Full ReferenceYin, J.-H., Fang, Z. (2006) Physical modelling of consolidation behaviour of a composite foundation consisting of a cement-mixed soil column and untreated soft marine clay. Géotechnique, 56 (1). 63-68 doi:10.1680/geot.2006.56.1.63
Plain TextYin, J.-H., Fang, Z. (2006) Physical modelling of consolidation behaviour of a composite foundation consisting of a cement-mixed soil column and untreated soft marine clay. Géotechnique, 56 (1). 63-68 doi:10.1680/geot.2006.56.1.63
In(2006, February) Géotechnique Vol. 56 (1) Thomas Telford Ltd.

See Also

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Chai, J.-C., Onitsuka, K., Hayashi, S. (2006) Discussion: Physical modelling of consolidation behaviour of a composite foundation consisting of a cement-mixed soil column and untreated soft marine clay. Géotechnique, 56 (8). 579-582 doi:10.1680/geot.2006.56.8.579
Zhu, J. G., Yin, J. H. (2001) Drained creep behaviour of soft Hong Kong marine deposits. Géotechnique, 51 (5). 471-474 doi:10.1680/geot.2001.51.5.471
Al-Khafaji, Z. A., Craig, W. H. (2000) Drainage and reinforcement of soft clay tank foundation by sand columns. Géotechnique, 50 (6). 709-713 doi:10.1680/geot.2000.50.6.709
Yin, J. -H, Graham, J. (1996) Elastic visco-plastic modelling of one-dimensional consolidation. Géotechnique, 46 (3). 515-527 doi:10.1680/geot.1996.46.3.515
Callisto, L., Calabresi, G. (1998) Mechanical behaviour of a natural soft clay. Géotechnique, 48 (4). 495-513 doi:10.1680/geot.1998.48.4.495
Zhu, G., Yin, J.-H. (2001) Consolidation of soil with vertical and horizontal drainage under ramp load. Géotechnique, 51 (4). 361-367 doi:10.1680/geot.2001.51.4.361
Yi, Y., Liu, S., Puppala, A. J. (2016) Laboratory modelling of T-shaped soil–cement column for soft ground treatment under embankment. Géotechnique, 66 (1). 85-89 doi:10.1680/jgeot.15.p.019
Fodil, A., Aloulou, W., Hicher, P. Y. (1997) Viscoplastic behaviour of soft clay???. Géotechnique, 47 (3). 581-591 doi:10.1680/geot.1997.47.3.581
SIVAKUMAR, V., JELUDINE, D.K.N.M., BELL, A., GLYNN, D.T., MACKINNON, P. (2011) The pressure distribution along stone columns in soft clay under consolidation and foundation loading. Géotechnique, 61 (7). 613-620 doi:10.1680/geot.9.p.086
Lumb, P., Holt, J. K. (1968) The Undrained Shear Strength of a Soft Marine Clay from Hong Kong. Géotechnique, 18 (1). 25-36 doi:10.1680/geot.1968.18.1.25
Ranganatham, B.V. (1961) Soil Structure and Consolidation Characteristics of Black Cotton Clay. Géotechnique, 11 (4). 333-338 doi:10.1680/geot.1961.11.4.333
 
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