Quasi-steady state: A real behaviour? Discussion

Canadian Geotechnical Journal

Volumn 36, Issue 1, 1999, Pages 190-191

  Chu, J ^a  

^a NANYANG TECHNOLOGICAL UNIVERSITY   (Singapore)

Author keywords

[No Author keywords available]

Indexed keywords

EID: 2142720350     PISSN: 00083674     EISSN: None     Source Type: Journal    
DOI: 10.1139/t98-088     Document Type: Article

References (8)

1. Castro, G. 1969. Liquefaction of sands. Harvard Soil Mechanics Series No. 81. Harvard University, Cambridge, Mass.
2. Chu, J. 1991. Strain softening behaviour of granular soils under strain path testing. Ph.D. thesis, University of New South Wales, Australia.
3. Chu, J. 1995. An experimental examination of the critical state and other similar concepts for granular soils. Canadian Geotechnical Journal, 31: 1065-1075.
4. Chu, J., and Lo, S.-C.R. 1993. On the measurement of critical state parameter of dense granular soils. ASTM Geotechnical Testing Journal, 16: 27-35.
5. Lee, C.W. 1997. Instability of loose sand. Finial year project report. School of Civil Engineering, Nanyang Technological University, Singapore.
6. Perters, J.F. 1984. Instability of loose saturated sands under monotonie loading. Engineering Mechanics in Civil Engineering, Proceedings of 5th Engineering Mechanics Division, pp. 945-948.
7. Pitman, T.D., Robertson, P.K., and Sego, D.C. 1994. Influence of fines on the collapse of loose sands. Canadian Geotechnical Journal, 31: 728-739.
8. Vaid, Y.P., and Chung, E.K.F., and Kuerbis, R.H. 1989. Presheaing and undrained response of sand. Soils and Foundations, 29: 4961.