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Xu, Y. F., Sun, D. A. (2005) Correlation of surface fractal dimension with frictional angle at critical state of sands. Géotechnique, 55 (9). 691-695 doi:10.1680/geot.2005.55.9.691

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Reference TypeJournal (article/letter/editorial)
TitleCorrelation of surface fractal dimension with frictional angle at critical state of sands
JournalGéotechnique
AuthorsXu, Y. F.Author
Sun, D. A.Author
Year2005 (November)Volume55
Issue9
PublisherThomas Telford Ltd.
DOIdoi:10.1680/geot.2005.55.9.691Search in ResearchGate
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Mindat Ref. ID10726618Long-form Identifiermindat:1:5:10726618:1
GUID0
Full ReferenceXu, Y. F., Sun, D. A. (2005) Correlation of surface fractal dimension with frictional angle at critical state of sands. Géotechnique, 55 (9). 691-695 doi:10.1680/geot.2005.55.9.691
Plain TextXu, Y. F., Sun, D. A. (2005) Correlation of surface fractal dimension with frictional angle at critical state of sands. Géotechnique, 55 (9). 691-695 doi:10.1680/geot.2005.55.9.691
In(2005, November) Géotechnique Vol. 55 (9) Thomas Telford Ltd.

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SADREKARIMI, A., OLSON, S.M. (2011) Critical state friction angle of sands. Géotechnique, 61 (9). 771-783 doi:10.1680/geot.9.p.090
Manzari, M. T., Dafalias, Y. F. (1997) A critical state two-surface plasticity model for sands. Géotechnique, 47 (2). 255-272 doi:10.1680/geot.1997.47.2.255
Been, K., Jefferies, M. G., Hachey, J. (1991) The critical state of sands. Géotechnique, 41 (3). 365-381 doi:10.1680/geot.1991.41.3.365
Been, K., Jefferies, M. G., Hachey, J. (1992) Discussion: The critical state of sands. Géotechnique, 42 (4). 655-663 doi:10.1680/geot.1992.42.4.655
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McDowell, G. R. (2005) A physical justification for loge–log σ based on fractal crushing and particle kinematics. Géotechnique, 55 (9). 697-698 doi:10.1680/geot.2005.55.9.697
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Pestana, J. M., Whittle, A. J. (1998) Time effects in the compression of sands. Géotechnique, 48 (5). 695-701 doi:10.1680/geot.1998.48.5.695
(2005) CONTENTS OF GÉOTECHNIQUE VOLUME LV. Géotechnique, 55 (10). 771-773 doi:10.1680/geot.2005.55.10.771
Morris, D. V. (2008) Discussion: Yield strength and critical strength of liquefiable sands in sloping ground. Géotechnique, 58 (1). 77 doi:10.1680/geot.2008.58.1.77
 
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