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Dec 15, 2009

Closure to “Effect of Loading Mode on Strain Softening and Instability Behavior of Sand in Plane-Strain Tests” by J. Chu and D. Wanatowski

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Publication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 136, Issue 1
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References

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Castro, G. (1969). “Liquefaction of sands.” Harvard Soil Mech. Series, No.81, 1–112.
Chu, J., and Leong, W. K. (2001). “Pre-failure strain softening and pre-failure instability of sand: A comparative study.” Geotechnique, 51(4), 311–321.
Chu, J., and Lo, S.-C. R. (1993). “On the measurement of critical state parameters of dense granular soils.” Geotech. Test. J., 16(1), 27–35.
Chu, J., and Lo, S.-C. R. (1994). “Asymptotic behaviour of a granular soil in strain path testing.” Geotechnique, 44(1), 65–82.
Chu, J., Lo, S.-C. R., and Lee, I. K. (1992). “Strain-softening behavior of granular soil in strain-path testing.” J. Geotech. Engrg., 118(2), 191–208.
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Go to Journal of Geotechnical and Geoenvironmental Engineering
Journal of Geotechnical and Geoenvironmental Engineering
Volume 136Issue 1January 2010
Pages: 271 - 272

History

Received: Sep 14, 2009
Accepted: Sep 15, 2009
Published online: Dec 15, 2009
Published in print: Jan 2010

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Assoc. Prof., School of Civil and Environmental Engineering, Nanyang Technological Univ., Blk N1, 50 Nanyang Ave., Singapore 639798 (corresponding author). E-mail: [email protected]
D. Wanatowski, M.ASCE [email protected]
Lecturer, Nottingham Centre for Geomechanics, Faculty of Engineering, Univ. of Nottingham, University Park, Nottingham NG7 2RD, U.K. E-mail: [email protected]

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