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Effect of Cross Anisotrophy on Three-Dimensional Behavior of Sand. I: Stress - Strain Behavior and Shear Banding by
  • Abelev, andrei
Source: Asce: Journal of Engineering Mechanics
Material type: Article Article; Format: print
Availability: Items available for loan: Engr Abul Kalam Library (1).
Effects of Cross Anisotropy on Three-Dimensional Behavior of Sand. Ii Volume Change Behavior Anf Failure by
  • Lade, Poul V
Source: Asce: Journal of Engineering Mechanics
Material type: Article Article; Format: print
Availability: Items available for loan: Engr Abul Kalam Library (1).
Failure Properties of Fractured Rock Masses As Anisotropic Homogenized Media by
  • Buhan, P. De
Source: Asce: Journal of Engineering Mechanics
Material type: Article Article; Format: print
Availability: Items available for loan: Engr Abul Kalam Library (1).
Constitutive Modelling of Inherently Anisotropic Sand Behavior by
  • Li, Zhao
Source: Asce: Journal of Geotechnical and Geoenvironmental Engineering
Material type: Article Article; Format: print
Availability: Items available for loan: Engr Abul Kalam Library (1).
Experimental and Biphasic Fem Determinations ofMaterial Properties and Hydraulic Permeability ofMeniscus in Tension by
  • Kuruglu, E.E
  • Bizios, R
Source: Transactions ofAsme, Journal of Biomechanical Engineering
Material type: Article Article; Format: print
Availability: Items available for loan: Engr Abul Kalam Library (1).
Void Ratio Function for Elastic Shear Moduli for Boom Clay by
  • Plriyakul, K
Source: Ice: Proceedings ofInstitution of Civil Engineers
Material type: Article Article; Format: print
Availability: Items available for loan: Engr Abul Kalam Library (1).
Modeling Anisotropic Behavior of Gravelly Layer in Hualien Taiwan by
  • Tanaka, Yukihisa
Source: Soils and Foundations
Material type: Article Article; Format: print
Availability: Items available for loan: Engr Abul Kalam Library (1).
Microwave Characterization of Magnetic Materials Under Uniaxial and Biaxial Mechanical Compressive Stress by
  • Merceur, Maze G
  • Naud, P
Source: Ieee Transactions on Instrumentation and Measurement
Material type: Article Article; Format: print
Availability: Items available for loan: Engr Abul Kalam Library (1).
Effect of Stress Rotation and Changes of B-Values on Cross-Anisotropic Behavior of Natural K0-Consolidated Soft Clay. by
  • Kirkgard, M. M
  • Lade, P. V
Source: Soils and Foundations
Material type: Article Article; Format: print
Availability: Items available for loan: Engr Abul Kalam Library (1).
A Rotational Hardening Consitutive Model for Anisotropically Consolidated Clay. by
  • Davies, M. C. R
  • Newson, T. A
Source: Soils and Foundations
Material type: Article Article; Format: print
Availability: Items available for loan: Engr Abul Kalam Library (1).
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