Interpretation of the Effect of Compaction on the Mechanical Behavior of Embankment Materials Based on the Soil Skeleton Structure Concept
Interpretation of the Effect of Compaction on the Mechanical Behavior of Embankment Materials Based on the Soil Skeleton Structure Concept
Masaki Nakano; Takayuki Sakai
18th International Conference on Soil Mechanics and Geotechnical Engineering (Paris)
Technical Committee 106 Unsaturated Soils
Ground Improvement, Road Embankments, Soil Behavior Modeling
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