On the “elastic” stiffness in a high-cycle accumulation model for sand: a comparison of drained and undrained cyclic triaxial tests

By Wichtmann Torsten   Niemunis Andrzej   Triantafyllidis Theodor  

Canadian Geotechnical Journal, Vol. 47, Iss. 7, 2010-07 ,pp. : 791-805

NRC Research Press

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Specimen size effects on behavior of loose sand in triaxial compression tests

By Omar Tarek   Sadrekarimi Abouzar  

Canadian Geotechnical Journal, Vol. 52, Iss. 6, 2015-01 ,pp. : 732-746

NRC Research Press

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Inverse analysis–based interpretation of sand behavior from triaxial compression tests subjected to full end restraint

By Hashash Youssef M.A.   Fu Qingwei   Ghaboussi Jamshid   Lade Poul V.   Saucier Christopher  

Canadian Geotechnical Journal, Vol. 46, Iss. 7, 2009-07 ,pp. : 768-791

NRC Research Press

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Evaluation of the efficiencies of helical anchor plates in sand by centrifuge model tests

By Aoki N.   Rault G.   Thorel L.   Garnier J.  

Canadian Geotechnical Journal, Vol. 49, Iss. 9, 2012-09 ,pp. : 1102-1114

NRC Research Press

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The influence of system compliance on collapse of triaxial sand samples

By Gajo A  

Canadian Geotechnical Journal, Vol. 41, Iss. 2, 2004-04 ,pp. : 257-273

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