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Publications by Wiebke Baille
Influence of Soil Fabrics and Stress State on the Undrained Instability of Overconsolidated Binary Granular Assemblies
Studia Geotechnica et Mechanica
Related publications
Undrained Behaviour of Overconsolidated Saturated Clays During Shear.
Soils and Foundations
Civil
Geotechnical Engineering
Engineering Geology
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Calculation of Stress and Strain From Triaxial Test Data on Undrained Soil Specimens
Determination of Undrained Shear Strength and Constrained Modulus From DMT for Stiff Overconsolidated Clays
Annals of Warsaw University of Life Sciences – SGGW. Land Reclamation
Vertical Capacity of Bucket Foundations in Undrained Soil
Journal of Civil Engineering and Management
Civil
Management
Structural Engineering
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Silo Discharge of Binary Granular Mixtures
Physical review. E
Nonlinear Physics
Probability
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Condensed Matter Physics
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Effect of Principal Consolidation Stress Difference on Undrained Shear Strength
Soils and Foundations
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Geotechnical Engineering
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Effect of Initial Shear Stress Direction and Stress History on the Undrained Behaviour of Sands Under Triaxial Loading
Monotonic and Cyclic Undrained Shear Behaviour of Volcanic Soil "SHIRASU".
Doboku Gakkai Ronbunshu
Modelling for the Stress-Strain Behavior of Anisotropically Lightly Overconsolidated Clay.
Doboku Gakkai Ronbunshu
