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Publications by Hideo Hanzawa
Normalized Undrained Strength of Clay in the Normally Consolidated State and in the Field.
Soils and Foundations
Civil
Geotechnical Engineering
Engineering Geology
Structural Engineering
Geotechnical Properties of Normally Consolidated Fao Clay, Iraq.
Soils and Foundations
Civil
Geotechnical Engineering
Engineering Geology
Structural Engineering
Related publications
Recompression of Normally Consolidated Clay After Cyclic Loading.
Soils and Foundations
Civil
Geotechnical Engineering
Engineering Geology
Structural Engineering
The Analysis of Failure of a Normally Consolidated Clay Foundation Under Embankment Loading.
Soils and Foundations
Civil
Geotechnical Engineering
Engineering Geology
Structural Engineering
Vertical Cyclic Loading Response of a Shallow Skirted Foundation in Soft Normally Consolidated Clay
Canadian Geotechnical Journal
Civil
Geotechnical Engineering
Engineering Geology
Structural Engineering
Response of Normally Consolidated Kaolin Clay Under Irregular Cyclic Loading and Comparison With Predictions From the Accumulation Procedure
Geotechnique
Earth
Planetary Sciences
Engineering Geology
Geotechnical Engineering
Coupling Analyses of Limiting Equilibrium State for Normally Consolidated and Lightly Overconsolidated Soils.
Soils and Foundations
Civil
Geotechnical Engineering
Engineering Geology
Structural Engineering
A Slope Stability Analysis Considering Undrained Strength Anisotropy of Natural Clay Deposits
Soils and Foundations
Civil
Geotechnical Engineering
Engineering Geology
Structural Engineering
Interlink Between Metastability Index, MI(G)and Undrained Shear Strength in Aged Holocene Clay Deposit
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
