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Publications by Takeshi Kamei
Influence of the Number of Load Steps in K0 Consolidation on the Undrained Shear Strength.
Soils and Foundations
Civil
Geotechnical Engineering
Engineering Geology
Structural Engineering
Related publications
Effect of Principal Consolidation Stress Difference on Undrained Shear Strength
Soils and Foundations
Civil
Geotechnical Engineering
Engineering Geology
Structural Engineering
Correlation of Undrained Shear Strength and CPT Resistance
Periodica Polytechnica: Civil Engineering
Civil
Geotechnical Engineering
Engineering Geology
Structural Engineering
Research of Undrained Shear Strength of Till Fine Soils (Moraine)
On the Influence of Initial Static Shear on Large Deformation Behavior of Very Loose Toyoura Sand in Undrained Cyclic Torsional Shear Tests
Japanese Geotechnical Society Special Publication
Analysis of the Undrained Shear Strength Through the Standard Penetration Test With Torque (Spt-T)
International Journal of GEOMATE
Building
Geotechnical Engineering
Soil Science
Engineering Geology
Construction
Environmental Engineering
A Method for Correcting Undrained Shear Strength for Sample Disturbance.
Soils and Foundations
Civil
Geotechnical Engineering
Engineering Geology
Structural Engineering
Evaluation of Undrained Shear Strength Bf Soft Clay With Consideration of Sample Quality.
Soils and Foundations
Civil
Geotechnical Engineering
Engineering Geology
Structural Engineering
Modeling of Microstructural Evolution to Simulate Undrained Shear Strength Variation of Kaolin Clay
Journal of applied mechanics
Characterisation of the Undrained Shear Strength of Expansive Clays at High Initial Water Content Using Intrinsic Concept
International Journal of GEOMATE
Building
Geotechnical Engineering
Soil Science
Engineering Geology
Construction
Environmental Engineering
