Effects of Anisotropy and Sample Disturbance on the "Φ_u= 0" Stability Analysis
Effects of Anisotropy and Sample Disturbance on the "Φ_u= 0" Stability Analysis
G. R. Martin; T. J. Kayes
1st Australia - New Zealand Conference on Geomechanics (Melbourne, 1971)
Slope Stability
Soil Mechanics, Slope Stability
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