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Influence of Infiltration onPeriodic Re-Activation of Slow Movements in an Overconsolidated Clay Slope by
  • Tommasi, Paolo
  • Boldini, Daniela
Source: Canadian Geotechnical Journal
Material type: Article Article; Format: print
Availability: Items available for loan: Engr Abul Kalam Library (1).
Effect of Overconsolidation and Anisotropy of Kaolin Clay Using True Triaxial Testing by
  • Prashant, Amit
  • Penumadu, Dayakar
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).
Applicability of Shansep Method to Six Different Natural Clays, Using Triaxial and Direct Shear Tests by
  • Tanaka, Hiroyuki
  • Tanaka, Masanori
Source: Soils and Foundations
Material type: Article Article; Format: print
Availability: Items available for loan: Engr Abul Kalam Library (1).
Comparison of Mechanical Behavior of Two Overconsolidated Clays: Yamashita and Louiseville Clays by
  • Tanaka, Hiroyuki
  • Shiwa, M
  • Mishima, Osamu
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).
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