Stability of embankments founded on deep-mixing-method columns: Three-dimensional considerations
Stability of embankments founded on deep-mixing-method columns: Three-dimensional considerations
M. P. Navin; G. M. Filz
16th International Conference on Soil Mechanics and Geotechnical Engineering (Osaka)
Ground Improvement
Ground Improvement, Numerical & Constitutive Modeling, Slope Stability, Numerical & Constitutive Modeling, Constitutive Modeling / Soil Behavior
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