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A CRITICAL STATE EVALUATION OF FINES EFFECT ON LIQUEFACTION POTENTIAL (2001)
This paper analyses the effect of fines content f(%) on cyclic liquefaction resistance in a Critical State Soil Mechanics context.
Reference:
Proceedings: Fourth International Conference on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics and Symposium in Honor of Professor W.D. Liam Finn San Diego, California, March 26-31, 2001 Paper No. 4.06
Proceedings: Fourth International Conference on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics and Symposium in Honor of Professor W.D. Liam Finn San Diego, California, March 26-31, 2001 Paper No. 4.06
Organization:
National Technical University of Athens Greece
National Technical University of Athens Greece
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