Quasi-steady state: A real behaviour?: Discussion

Canadian Geotechnical Journal

Volumn 36, Issue 1, 1999, Pages 182-183

  Vaid, Y P ^a,b   Eliadorani, A ^a   Sivathayalan, S ^a   Uthayakumar, M ^a  

^a UNIVERSITY OF BRITISH COLUMBIA   (Canada)

^b McLeod Geotechnical   (Canada)

Author keywords

[No Author keywords available]

Indexed keywords

EID: 1842754949     PISSN: 00083674     EISSN: None     Source Type: Journal    
DOI: 10.1139/t98-087     Document Type: Article

References (4)

1. Castro, G. 1969. Liquefaction of sands. Ph.D. thesis. Harvard University, Cambridge, Mass
2. . Chem, J.C. 1985. Undrained response of saturated sands with emphasis on liquefaction and cyclic mobility. Ph.D. thesis. Department of Civil Engineering, University of British Columbia, Vancouver, B.C.
3. Sayao, A.S. 1989. Behaviour of sands under general stress paths in the hollow cylinder torsional device. Ph.D. thesis. Department of Civil Engineering, University of British Columbia, Vancouver, B.C.
4. Vaid, Y.P., Sayao, A., Hou, E., and Negussey, D. 1990. Generalized stress-path-dependent soil behaviour with a new hollow cylinder torsional apparatus. Canadian Geotechnical Journal, 27(5): 601-616.