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Elasto-Plastic Behavior of Naturally Deposited Clay During/after Sampling by
  • Noda, toshihiro
  • Yamada, Shoutarou
Source: Soils and Foundations
Material type: Article Article; Format: print
Availability: Items available for loan: Engr Abul Kalam Library (1).
Progressive Consolidation Settlement of Naturally Deposited Clayey Soil Under Embankment Loading by
  • Noda, toshihiro
  • Asaoka, Akira
  • Nakano, Masaki
Source: Soils and Foundations
Material type: Article Article; Format: print
Availability: Items available for loan: Engr Abul Kalam Library (1).
Delayed Compression / Consolidation of Natural Clay Due to Degradation of Soil Structure. by
  • Asaoka, Akira
  • Nakano, Masaki
  • Noda, toshihiro
Source: Soils and Foundations
Material type: Article Article; Format: print
Availability: Items available for loan: Engr Abul Kalam Library (1).
Delayed Failure in Soft Clay Foundations. by
  • Fernando, G. S. K
  • Noda, toshihiro
Source: Soils and Foundations
Material type: Article Article; Format: print
Availability: Items available for loan: Engr Abul Kalam Library (1).
Progressive Failure of Heavily Overconsolidated Clays. by
  • Asaoka, Akira
  • Nakano, Masaki
  • Noda, toshihiro
  • Takaine, toshihiro
Source: Soils and Foundations
Material type: Article Article; Format: print
Availability: Items available for loan: Engr Abul Kalam Library (1).
Soil-Water Couplec Behavior of Heavily Overconsolidated Clay Near / At Critical State. by
  • Asaoka, Akira
  • Nakano, Masaki
  • Noda, toshihiro
Source: Soils and Foundations
Material type: Article Article; Format: print
Availability: Items available for loan: Engr Abul Kalam Library (1).
Effects of Changes in Geomery onLnear Elastic Consolidation De for mation. by
  • Asaoka, Akira
  • Noda, toshihiro
  • Fernando, G. S. K
Source: Soils and Foundations
Material type: Article Article; Format: print
Availability: Items available for loan: Engr Abul Kalam Library (1).
Imperfection-Sensitive Bifurcation of Cam-Clay Under Plane Strain Compression with Undrained Boundaries. by
  • Asaoka, Akira
  • Noda, toshihiro
Source: Soils and Foundations
Material type: Article Article; Format: print
Availability: Items available for loan: Engr Abul Kalam Library (1).
Annealable Behaviour of Saturated Clay: An Experiment and Simulation. by
  • Asaoka, Akira
  • Nakano, Masaki
  • Noda, toshihiro
Source: Soils and Foundations
Material type: Article Article; Format: print
Availability: Items available for loan: Engr Abul Kalam Library (1).
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