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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).
An Elasto-Viscoplastic Constitutive Model with Strain-Softening for Soft Sedimentary Rocks by
  • Adachi, toshihisa
  • Oka, Fusao
Source: Soils and Foundations
Material type: Article Article; Format: print
Availability: Items available for loan: Engr Abul Kalam Library (1).
Step-Changed Strain Rate Effect onStress-Strain Relations of Clay and A Constitutive Modeling by
  • Oka, Fusao
  • Kodaka, Takeshi
  • Kimoto, A
Source: Soils and Foundations
Material type: Article Article; Format: print
Availability: Items available for loan: Engr Abul Kalam Library (1).
Anisotropic Behavior of Soft Sedimentry Rock and A Constitution Model by
  • Oka, Fusao
Source: Nvb, Noise & Vibration Bulletin
Material type: Article Article; Format: print
Availability: Items available for loan: Engr Abul Kalam Library (1).
Application of Laval Type Large Diameter Sample to Soft Clay in Japan. by
  • Oka, Fusao
  • Yashima, Atsushi
  • Hashimoto, Tadashi
Source: Soils and Foundations
Material type: Article Article; Format: print
Availability: Items available for loan: Engr Abul Kalam Library (1).
Stress-Strain Behavior and Yielding Characteristics of Eastern Osaka Clay. by
  • Adachi, toshihisa
  • Oka, Fusao
  • Hashimoto, Tadashi
Source: Soils and Foundations
Material type: Article Article; Format: print
Availability: Items available for loan: Engr Abul Kalam Library (1).
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