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Arroyo, M., Muir Wood, D., Greening, P. D., Medina, L., Rio, J. (2006) Effects of sample size on bender-based axial G0measurements. Géotechnique, 56 (1). 39-52 doi:10.1680/geot.2006.56.1.39

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Reference TypeJournal (article/letter/editorial)
TitleEffects of sample size on bender-based axial G0measurements
JournalGéotechnique
AuthorsArroyo, M.Author
Muir Wood, D.Author
Greening, P. D.Author
Medina, L.Author
Rio, J.Author
Year2006 (February)Volume56
Issue1
PublisherThomas Telford Ltd.
DOIdoi:10.1680/geot.2006.56.1.39Search in ResearchGate
Generate Citation Formats
Mindat Ref. ID10726629Long-form Identifiermindat:1:5:10726629:7
GUID0
Full ReferenceArroyo, M., Muir Wood, D., Greening, P. D., Medina, L., Rio, J. (2006) Effects of sample size on bender-based axial G0measurements. Géotechnique, 56 (1). 39-52 doi:10.1680/geot.2006.56.1.39
Plain TextArroyo, M., Muir Wood, D., Greening, P. D., Medina, L., Rio, J. (2006) Effects of sample size on bender-based axial G0measurements. Géotechnique, 56 (1). 39-52 doi:10.1680/geot.2006.56.1.39
In(2006, February) Géotechnique Vol. 56 (1) Thomas Telford Ltd.

See Also

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Arroyo, M., Muir Wood, D., Greening, P. D. (2003) Source near-field effects and pulse tests in soil samples. Géotechnique, 53 (3). 337-345 doi:10.1680/geot.2003.53.3.337
Arroyo, M., Muir Wood, D., Greening, P. D. (2003) Source near-field effects and pulse tests in soil samples. Géotechnique, 53 (3). 337-345 doi:10.1680/geot.53.3.337.37277
Lings, M. L., Greening, P. D. (2001) A novel bender/extender element for soil testing. Géotechnique, 51 (8). 713-717 doi:10.1680/geot.2001.51.8.713
Arroyo, M., Muir Wood, D. (2004) Discussion: On the applicability of cross-anisotropic elasticity to granular materials at very small strains. Géotechnique, 54 (1). 75-76 doi:10.1680/geot.2004.54.1.75
RUSSELL, A.R., MUIR WOOD, D. (2010) A comparison of critical state models for sand under conditions of axial symmetry. Géotechnique, 60 (2). 133-140 doi:10.1680/geot.8.p.052.3714
Callisto, L., Gajo, A., Muir Wood, D. (2002) Simulation of triaxial and true triaxial tests on natural and reconstituted Pisa clay. Géotechnique, 52 (9). 649-666 doi:10.1680/geot.2002.52.9.649
Wood, A. M. Muir (1959) Correspondence. Géotechnique, 9 (1). 29-30 doi:10.1680/geot.1959.9.1.29
Muir Wood, A. M. (1970) Correspondence. Géotechnique, 20 (1). 110-113 doi:10.1680/geot.1970.20.1.110
Muir Wood, D., Hu, W., Nash, D. F. T. (2000) Group effects in stone column foundations: model tests. Géotechnique, 50 (6). 689-698 doi:10.1680/geot.2000.50.6.689
Wood, D. Muir (1990) Strain-dependent mduli and pressuremeter tests. Géotechnique, 40 (3). 509-512 doi:10.1680/geot.1990.40.3.509
Wood, D. Muir (1991) Discussion: Strain-dependent moduli and pressuremeter tests. Géotechnique, 41 (4). 621-626 doi:10.1680/geot.1991.41.4.621
 
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