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STRENGTH RATIO-BASED LIQUEFACTION ANALYSIS OF SLOPING GROUND (2003)

In this paper a strength-ratio based approach to liquefaction analysis developed by the author is briefly presented.
Reference:
Proc., 12th Panamerican Conf. on Soil Mechanics and Geotechnical Engineering, June 23-26, Boston, MA, Paper No. 271
Organization:
URS Corporation
USA, Japan
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