Discussion of “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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VIEW THE ORIGINAL ARTICLEAuthors: Andrzej Sawicki and Waldemar ŚwidzińskiAuthor Affiliations
Publication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 136, Issue 1
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References
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.
Mierczyński, J., and Świdziński, W. (2009). “Effect of loading mode on the response of saturated undrained sands sheared in triaxial conditions.” Proc., 15th Polish Conference on Soil Mechanics and Geotechnical Engineering (in Polish).
Sawicki, A., and Świdziński, W. (2007). “Drained against undrained behavior of granular soils.” Arch. of Hydro-Engineering and Environ. Mech., 54(3), 207–222.
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© 2010 ASCE.
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Received: Apr 15, 2009
Accepted: Apr 24, 2009
Published online: Dec 15, 2009
Published in print: Jan 2010
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Andrzej Sawicki
Institute of Hydro-Engineering, IBW PAN, 80-328 Gdańsk, Koscierska 7, Poland.
Waldemar Świdziński
Institute of Hydro-Engineering, IBW PAN, 80-328 Gdańsk, Koscierska 7, Poland.
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