Mathematical characterization of one-dimensional compression, undrained and drained sand behavior in axisymmetric tests at high pressures
Mathematical characterization of one-dimensional compression, undrained and drained sand behavior in axisymmetric tests at high pressures
Eulalio Juarez Badillo
14th Pan-American Conference on Soil Mechanics and Geotechnical Engineering 64th Canadian Geotechnical Conference, October 2-6, 2011, Toronto, Ontario, Canada
Other General
Laboratory Testing
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