Discussion and Closure: Analysis of Cone Pressuremeter Tests in Sands
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Volume 123, Issue 9
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References
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Byrne, P. M., Salgado, F. M., and Howie, J. A. (1989). “Relationship between the unload shear modulus from pressuremeter tests and the maximum shear modulus for sand.” The 3rd Int. Symp. on Pressuremeters, Oxford, England, 231–241.
2.
Fahey, M., and Jewell, R. (1990). “Effect of pressuremeter compliance on measurement of shear modulus.” The 3rd Int. Symp. on Pressuremeters, Oxford, England, 115–124.
3.
Houlsby, G. T., and Schnaid, F. (1994). “Interpretation of shear moduli from cone pressuremeter tests in sand.” Géotechnique, London, England, 44(1), 147–164.
4.
Howie, J. A. (1991). “Factors affecting the interpretation and analysis of full-displacement pressuremeter tests in sands,” PhD thesis, Dept. of Civ. Engrg., Univ. of British Columbia, Vancouver, Canada.
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Been, K., Jefferies, M. G., Crooks, J. H., and Rothenburg, L. (1987). “The cone penetration test in sands. II: General inference of state.” Géotechnique, London, England, 37(3), 285–299.
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Houlsby, G. T., and Nutt, N. R. F. (1993). “Development of the cone pressuremeter.” Proc., Peter Wroth Memorial Symp.: Predictive Soil Mech., Thomas Telford, London, England, 359–377.
7.
Houlsby, G. T., and Schnaid, F. (1994). “Interpretation of shear moduli from cone pressuremeter tests in sands.” Géotechnique, London, England, 44(1), 147–164.
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Sladen, J. A. (1989). “Problems with interpretation of sand state from cone penetration test.” Géotechnique, London, England, 39(2), 323–332.
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Yu, H. S., and Mitchell, J. K. (1996). “Analysis of cone resistance: a review of methods.” Civ. Engrg. Res. Rep. No., Univ. of Newcastle, Australia.
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Published In
Journal of Geotechnical and Geoenvironmental Engineering
Volume 123 • Issue 9 • September 1997
Pages: 884 - 887
Copyright
Copyright © 1997 American Society of Civil Engineers.
History
Published online: Sep 1, 1997
Published in print: Sep 1997
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