An effective stress model for predicting liquefaction behaviour of sand

Geotechnical Special Publication

Volumn , Issue 75 I, 1998, Pages 766-777

  Beaty, Michael ^a   Byrne, Peter M ^a  

^a UNIVERSITY OF BRITISH COLUMBIA   (Canada)

Author keywords

[No Author keywords available]

Indexed keywords

ANISOTROPY; ELASTOPLASTICITY; MATHEMATICAL MODELS; SAND; STRAIN; STRESS ANALYSIS;

PLASTIC SHEAR STRAIN; UBCSAND MODEL;

SOIL LIQUEFACTION;

EID: 0031619131     PISSN: 08950563     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Article

References (6)

1. Bennett, M.J., McLaughlin, P.V., Sarmiento, J.S., and Youd, T.L. (1984). Geotechnical Investigation of Liquefaction Sites, Imperial Valley, California. Open-File Report 84-252, U.S. Geological Survey, Menlo Park, California.
2. Byrne, P.M., Debasis, R., Campanella, R.G., and Hughes, J. (1995). Predicting Liquefaction Response of Granular Soils from Self-Boring Pressuremeter Tests. ASCE National Convention, San Diego, Oct. 23-27, ASCE, 56(GSP): 122-135.
3. Cundall, P.A. (1995). FLAC Manual Version 3.3. ITASCA Consulting Group, Inc., Thrasher Square East, 708 South Third Street, Suite 310, Minneapolis, Minnesota.
4. Schofield, A., and Wroth, P. (1968). Critical State Soil Mechanics. McGraw-Hill Publishing Company Limited, England.
5. th Canadian Geotechnical Conference, Vancouver, B.C., Sept. 25-27, 1995, Vol. 1, pp. 319-329.
6. Zeghal, M. and Elgamal, A. (1994). Analysis of Site Liquefaction using Earthquake Records. Journal of the Geotechnical Engineering Division, ASCE, Vol. 120, No. 6, June.