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Stress-Dependent Behavior of Saturated Clay by
  • Abdulhadi, Naeem O
  • Germaine, John T
Source: Canadian Geotechnical Journal
Material type: Article Article; Format: print
Availability: Items available for loan: Engr Abul Kalam Library (1).
Deformation Induced by Wetting : a Simple Model by
  • Casini, Francesca
Source: Canadian Geotechnical Journal
Material type: Article Article; Format: print
Availability: Items available for loan: Engr Abul Kalam Library (1).
Laboratory Study on Radial Consolidation and Deformation in Clay Reinforced with Stone Columns by
  • Sagaseta, CeSAR
  • Cimentada, Ana
  • Costa, Almudena
Source: Canadian Geotechnical Journal
Material type: Article Article; Format: print
Availability: Items available for loan: Engr Abul Kalam Library (1).
Failure, Instability, andSecond Work Increment in Loose Silty Sand by
  • Monkul, Mehmet Murat
  • Yamamuro, Jerry A
  • Lade, Poul V
Source: Canadian Geotechnical Journal
Material type: Article Article; Format: print
Availability: Items available for loan: Engr Abul Kalam Library (1).
Thermo-Mechanical Behaviour of a Compacted Swelilng Clay by
  • Tang, A.-M
  • Cui, Y. J
Source: Geotechnique
Material type: Article Article; Format: print
Availability: Items available for loan: Engr Abul Kalam Library (1).
Shear Strength Model for Overconsolidated Clay-Infilied Idealised Rock Joints by
  • Indraratna, B
  • Jayanathan, M
Source: Geotechnique
Material type: Article Article; Format: print
Availability: Items available for loan: Engr Abul Kalam Library (1).
Monotonic and Cyclic Behaviour of Sand Under Torsional Loading by
  • Georgiannou, V. N
  • Tsomokos, A
Source: Geotechnique
Material type: Article Article; Format: print
Availability: Items available for loan: Engr Abul Kalam Library (1).
Internal Stability of Crushed Sands: Experimental Study by
  • Valeds, J. R
  • Koprulu, E
Source: Geotechnique
Material type: Article Article; Format: print
Availability: Items available for loan: Engr Abul Kalam Library (1).
Interpretation of Sand State from Cone Penetration Resistance by
  • Shuttled, D
  • Ghafghazi, M
Source: Geotechnique
Material type: Article Article; Format: print
Availability: Items available for loan: Engr Abul Kalam Library (1).
Oxygen Diffusion through Partialiy Hydrated Geosynthetic Clay liners by
  • Bouazza, A
  • Rahman, F
Source: Geotechnique
Material type: Article Article; Format: print
Availability: Items available for loan: Engr Abul Kalam Library (1).
A Triaxial Investigation of Kinematic Yielding in Sand by
  • Kuwano, R
  • Jardine, R. J
Source: Geotechnique
Material type: Article Article; Format: print
Availability: Items available for loan: Engr Abul Kalam Library (1).
Geotechnical Properties of Dublin Boulder Clay by
  • Long, M
  • Menkit, C. O
Source: Geotechnique
Material type: Article Article; Format: print
Availability: Items available for loan: Engr Abul Kalam Library (1).
Determination of Fibre Orientation Distribution in Reinforced Sands by
  • Diambra, A
  • Russeli, A. R
Source: Geotechnique
Material type: Article Article; Format: print
Availability: Items available for loan: Engr Abul Kalam Library (1).
The Indrained Response of Sands with Additions of Particles of Various Shapes and Sizes by
  • Georgiannou, V. N
Source: Geotechnique
Material type: Article Article; Format: print
Availability: Items available for loan: Engr Abul Kalam Library (1).
Mechanics of Tunnelilng Machine Screw Conveyors: Model Tests by
  • Merritt, A. S
  • Mair, R. J
Source: Geotechnique
Material type: Article Article; Format: print
Availability: Items available for loan: Engr Abul Kalam Library (1).
An Experimental Investigation OfBehaviour of Artificialiy Cemented Soil Cured Under Stress by
  • Rossa, F. Dalia
  • Consoli, N. C
Source: Geotechnique
Material type: Article Article; Format: print
Availability: Items available for loan: Engr Abul Kalam Library (1).
Evaluation of Undrained Response from Drained Triaxial Shear Tests: Dem Simulations and Experiments by
  • Sitharam, T G
  • Vinod, J S
Source: Geotechnique
Material type: Article Article; Format: print
Availability: Items available for loan: Engr Abul Kalam Library (1).
Interpreting Undrained Instability of Mixed Soils by Equivalent Itergranular State Parameter by
  • Chiu, C F
  • Fu, X J
Source: Geotechnique
Material type: Article Article; Format: print
Availability: Items available for loan: Engr Abul Kalam Library (1).
Unstable Behaviour of Model Jamuna Micaceous Sand by
  • Georgiannou, V N
Source: Geotechnique
Material type: Article Article; Format: print
Availability: Items available for loan: Engr Abul Kalam Library (1).
An Analysis ofTriaxial Apparatus Using a Mixed Boundary Three-Dimensional Discrete Element Model by
  • Cui, L
Source: Pakistan and Gulf Economist
Material type: Article Article; Format: print
Availability: Items available for loan: Engr Abul Kalam Library (1).
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