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Shear-Lag Analysis of Planar Soil Reinforcement in Plane-Strain Compression de: Abramento, M.; Whittle, A.J. (Text tipărit)

Soil Structure of a Highly Weathered Old Alluviuvium de: Zhang, G.; Ladd, C.C.; Germaine, J.T.; Whittle, A.J. (Text tipărit)

Model Prediction of Anisotropic Behavior of Boston Blue Clay de: Whittle, A.J.; Ladd, C.C.; Seah, T.H.; Degroot, D.J. (Text tipărit)

Compression Model for Cohesionless Soils de: Pestana, J.M.; Whittle, A.J. (Text tipărit)

Index Properties of a Highly Weathered Old Alluvium de: Zhang, G.; Whittle, A.J.; Germaine, J.T.; Ladd, C.C. (Text tipărit)

Formulation of MIT-E3 Constitutive Model for Overconsolidated Clays de: Whittle, A.J.; Kavvadas, M.J. (Text tipărit)

Evaluation of a Constitutive Model for Overconsolidated Clays de: Whittle, A.J. (Text tipărit)

Time Effects in the Compression of Sands de: Pestana, J.M.; Whittle, A.J. (Text tipărit)

Prediction and Interpretation of Pore Pressure Dissipation for a Tapered Piezoprobe de: Whittle, A.J.; Varney, A.; Germaine, J.T.; Sutabutr, T. (Text tipărit)