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An Elasto-Viscoplastic Model for Clay Considering Destructuralization and Consolidation Analysis of Unstable Behavior by
  • Kimoto, Sayuri
  • Oka, Fusao
Source: Soils and Foundations
Material type: Article Article; Format: print
Availability: Items available for loan: Engr Abul Kalam Library (1).
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Compaction Bands and Oedometric Testing in Cemented Soils by
  • Arroyo, Marcos
Source: Soils and Foundations
Material type: Article Article; Format: print
Availability: Items available for loan: Engr Abul Kalam Library (1).
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