283 results on '"Tatsuoka, F"'
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2. Large-scale overflow failure tests on embankments using soil bags anchored with geosynthetic reinforcements
3. Validation of high seismic stability of a new type integral bridge consisting of geosynthetic-reinforced soil walls
4. Effect of facing rigidity on the stability of nailed sand slope in model tests
5. Effects of the tensile resistance of reinforcement in the backfill on the seismic stability of GRS integral bridge
6. A new type integral bridge comprising of geosynthetic-reinforced soil walls
7. Stability analyses of nailed sand slope with facing
8. Influence of reconsolidation stress history and strain rate on the behaviour of kaolin over a wide range of strain
9. Effects of Cyclic Loading Conditions on the Behaviour of Railway Track in the Laboratory Model Tests
10. An Anisotropic Model for Granular Material Based on Experiments
11. A new simplified seismic stability analysis taking into account degradation of soil undrained stress-strain properties and effects of compaction
12. Soil properties and seismic stability of old and new Fujinuma dams
13. Simulation of viscous effects on the stress-strain behaviour of a dense silty sand
14. Recent Advances in Stress-Strain Testing of Geomaterials in the Laboratory – Background and History of TC-29 for 1994 – 2001–
15. Effects of ageing on stress-strain behaviour of cement-mixed sand
16. Small strain stiffness under different isotropic and anisotropic stress conditions of two granular granite materials
17. Report on applications of laboratory stress-strain test results of geomaterials to geotechnical practice in Japan
18. Effects of stress path on the flow rule of sand in triaxial compression
19. Elasto-Viscoplastic Simulation of Bearing Capacity Characteristics of Strip Footing on Reinforced Sand
20. Importance of Strong Connection Between Geosynthetic Reinforcement and Facing for GRS Integral Bridge
21. Design of Earth Dams Allowing Temporary Overtopping Based on Hydraulic Failure Experiments and Flood Analysis
22. Post-Construction Time History of Tensile Force in Geogrid Arranged in a Full-Scale High Wall
23. Small Strain Properties and Cyclic Resistance of Clean Sand Improved by Silicate-Based Permeation Grouting
24. Effects of Some Factors on the Strength and Stiffness of Crushed Concrete Aggregate
25. Viscous Property of Granular Material in Drained Triaxial Compression
26. Viscous Property of Kaolin Clay With and Without Ageing Effects by Cement-Mixing in Drained Triaxial Compression
27. Stress-Strain Behaviour of a Micacious Sand in Plane Strain Condition
28. Mechanical Behavior of Reinforced Specimen Using Constant Pressure Large Direct Shear Test
29. Stress–strain relations of cement-mixed gravelly soil from multiple-step triaxial compression test results
30. Strength and deformation characteristics of cement-mixed gravelly soil in multiple-step triaxial compression
31. Development of a Nonlinear Model for Soft Rock and its Applications
32. Viscous effects on deformation of kaolin clay in drained 1D compression with cyclic loading
33. Remedial treatment of soil structures using geosynthetic-reinforcing technology
34. Effects of Continuous Principal Stress Axis Rotation on the Deformation Characteristics of Sand Under Traffic Loads
35. Crushed Concrete Aggregate as a Backfill Material for Civil Engineering Soil Structures
36. Stress-Strain Behaviour of a Micacious Sand in Plane Strain Condition
37. Viscous Property of Kaolin Clay With and Without Ageing Effects by Cement-Mixing in Drained Triaxial Compression
38. Effects of Some Factors on the Strength and Stiffness of Crushed Concrete Aggregate
39. Mechanical Behavior of Reinforced Specimen Using Constant Pressure Large Direct Shear Test
40. Small Strain Properties and Cyclic Resistance of Clean Sand Improved by Silicate-Based Permeation Grouting
41. Viscous Property of Granular Material in Drained Triaxial Compression
42. Residual deformations by creep and cyclic loading of reinforced-gravel backfill and their relation
43. A framework for modelling of the time effects on the stress–strain behaviour of geomaterials
44. Shear banding characteristics in plane strain compression of granular materials
45. Strength characteristics of cement-mixed gravel evaluated by large triaxial compression tests
46. Viscous effects on the shear yielding characteristics of sand and its modelling
47. Significance of viscous effects in the development of residual strain in cyclic triaxial tests on sand
48. Effects of ageing and viscosity on the stress–strain behaviour of cement-mixed soft clay
49. Strength and deformation characteristics of cement-mixed gravel for engineering use
50. Viscous stress–strain properties of undisturbed Pleistocene clay and its constitutive modelling
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