DISCUSSIONS AND CLOSURES
Sep 1, 1999

Analysis of Cone Resistance: Review of Methods

Publication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 125, Issue 9
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References

1.
Burland, J. P. (1989). “Small is beautiful: the stiffness of soils at small strains.” Can. Geotech. J., Ottawa, Canada, 26(4), 499–516.
2.
Burns, S. E., and Mayne, P. W. (1999). “Monotonic and dilatory pore pressure decay during piezocone tests in clay.” Can. Geotech. J., Ottawa, Canada, in press.
3.
Chen, B. S. Y., and Mayne, P. W. (1994). “Profiling the overconsolidation ratio of clays by piezocone tests.” Rep. GIT-CEE/GEO-94-1 Prepared for National Science Foundation, Georgia Tech Research Corporation, Atlanta.
4.
Elsworth, D. (1993). “Analysis of piezocone dissipation data using dislocation methods.”J. Geotech. Engrg., ASCE, 119(10), 1601–1623.
5.
Huang, A.-B., and Ma, M. Y. (1994). “An analytical study of cone penetration tests in granular material.” Can. Geotech. J., Ottawa, Canada, 31(1), 91–103.
6.
Joshi, R. C., Achari, G., Kaniraj, S. R., and Wijeweera, H. (1995). “Effect of aging on the penetration resistance of sands.” Can. Geotech. J., Ottawa, Canada, 32(5), 767–782.
7.
Lunne, T., Robertson, P. K., and Powell, J. J. M. (1997). Cone penetration testing in geotechnical practice. Blackie Academic & Professional, London.
8.
Mayne, P. W. (1991). “Determination of OCR in clays by piezocone tests using cavity expansion and critical state concepts.” Soils and Found., 31(2), 65–76.
9.
Mayne, P. W., and Chen, B. S. Y. (1994). “Preliminary calibration of PCPT-OCR model for clays.” Proc., 13th Int. Conf. on Soil Mech. and Found. Engrg., Balkema, Rotterdam, The Netherlands, 283–286.
10.
Mitchell, J. K. (1993). Fundamentals of soil behavior, 2nd Ed., Wiley, New York.
11.
Powell, J. J. M, and Quarterman, R. S. T. (1988). “The interpretation of cone penetration tests in clays, with particular reference to rate effects.” Penetration Testing 1988, Balkema, Rotterdam, The Netherlands, 2, 903–909.
12.
Puppula, A. J., Arslan, S., Tumay, M. T., and Acar, Y. B. (1998). “Cone penetration testing in cemented soils.” Geotech. Site Characterization: Proc., ISC'98, Balkema, Rotterdam, The Netherlands, 2, 1139–1145.
13.
Sheahan, T. C., Ladd, C. C., and Germaine, J. T. (1996). “Rate-dependent undrained shear behavior of saturated clay.”J. Geotech. Engrg., ASCE, 122(2), 99–108.

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Go to Journal of Geotechnical and Geoenvironmental Engineering
Journal of Geotechnical and Geoenvironmental Engineering
Volume 125Issue 9September 1999
Pages: 812 - 814

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Published online: Sep 1, 1999
Published in print: Sep 1999

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Member, ASCE
Student Member, ASCE
Member, ASCE
Honorary Member, ASCE
Assoc. Prof., Geosys. Engrg. Group, School of Civ. and Envir. Engrg., Georgia Inst. of Technol., Atlanta, GA 30332-0355. E-mail: pmayne@ ce.gatech.edu
Res. Asst., Geosys. Engrg. Group, School of Civ. and Envir. Engrg., Georgia Inst. of Technol., Atlanta, GA.
Sr. Lect., Dept. of Civ., Surv., and Envir. Engrg., Univ. of Newcastle, NSW 2308, Australia.
Univ. Distinguished Prof., Dept. of Civ. Engrg., Virginia Polytechnic Inst. and State Univ., Blacksburg, VA 24061-0105.

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