92 results on '"Kawamura, Shima"'
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2. Effect of Fine Particles Content on Earthquake-Induced Failure of Volcanic Embankments Subjected to Rainfall
3. 3D printed porous particle and its geotechnical properties
4. Role of road network for prevention and mitigation of runoff-induced geo-disaster under climate change
5. Lessons from Recent Geo-Disasters in Hokkaido Under Earthquake
6. Liquefaction Properties of Two Types of Sandy Soil Specimens with Different Compaction Thickness
7. Effect of Pre-deformation by Cyclic Loadings on Seepage Flow-Induced Failure of Volcanic Embankments
8. Liquefaction Properties of Two Types of Sandy Soil Specimens with Different Compaction Thickness
9. Lessons from Recent Geo-Disasters in Hokkaido Under Earthquake
10. 粒度分布が異なる砂質土の液状化特性に与える締固め層厚の影響
11. Effect of Pre-deformation by Cyclic Loadings on Seepage Flow-Induced Failure of Volcanic Embankments
12. Cyclic deformation-strength evaluation of compacted volcanic soil subjected to freeze–thaw sequence
13. Failure of Volcanic Slopes in Cold Regions and its Prediction
14. Rainfall-induced failures of volcanic slopes subjected to freezing and thawing
15. Influence of Fines Content on the Stability of Volcanic Embankments under Rainfall and Earthquake
16. Mechanical Behavior of Anisotropic Sand Ground Beneath Structures Subjected to Cyclic Loading Such as Wave Loading
17. EARTHQUAKE-INDUCED FAILURE OF VOLCANIC EMBANKMENTS SUBJECTED TO PREVIOUS RAINFALL.
18. Stability Monitoring of Embankments Constructed by Volcanic Coarse-Grained Soil in Snowy-Cold Regions
19. Effects of compaction thickness on liquefaction properties of two kinds of sandy soils prepared by moist-tamping method
20. Slope failures/landslides over a wide area in the 2018 Hokkaido Eastern Iburi earthquake
21. Effects of Cavities on the Mechanical Behavior of Pile Foundations in Weak Rock
22. Mechanical behavior of decomposed granite soils in Hokkaido and its evaluation
23. Piping Phenomenon of Embankments Constructed by Volcanic Soils and Its Evaluation
24. WAVE-INDUCED FAILURE OF VOLCANIC EMBANKMENTS SUBJECTED TO CYCLIC LOADINGS SUCH AS SEISMIC LOADING AND ITS EVALUATION
25. Rainfall-Induced Failure of Volcanic Embankments Subjected to Cyclic Loadings in Cold Regions
26. Mechanical Behavior of Coastal Soft Cliff Subjected to Wave Erosion
27. Bearing capacity improvement of anisotropic sand ground
28. Stability of Volcanic Slopes in Cold Regions
29. Stability evaluation of slope with soft cliff
30. SLOPE FAILURE DUE TO WAVE EROSION AND ITS EVALUATION
31. Bearing Capacity Improvement of Anisotropic Sand Ground and ITS Evaluation
32. Stability Evaluation of Volcanic Slope Subjected to Rainfall and Freeze-Thaw Action Based on Field Monitoring
33. Anisotropy in Mechanical Behavior of Seabed bearing Caisson Type Breakwaters and its Evaluation
34. RAINFALL-INDUCED FAILURE OF UNSATURATED VOLCANIC SLOPE SUBJECTED TO FREEZE-THAW ACTION AND ITS MECHANISM
35. Wave erosion mechanism of coastal soft cliff and its evaluation
36. EFFECT OF FABLIC ANISOTROPY OF FOUNDATIONS ON CYCLIC STRENGTH AND ITS EVALUATION
37. EFFECT OF FABRIC ANISOTROPY ON DEFORMATION BEHAVIOR OF GROUND BEARING STRUCTURE SUBJECTED TO CYCLIC LOADING
38. BEARING CAPACITY-LATERAL DEFORMATION BEHAVIOR OF ANISOTROPIC GROUND BENEATH STRUCTURE UNDER VARIOUS LOADING CONDITIONS
39. DEFORMATION BEHAVIOR OF STRUCTURE-GROUND SYSTEM SUBJECTED TO STATIC AND CYCLIC LOADINGS AND ITS PREDICTION
40. CHANGE IN BEARING CAPACITY-DEFORMATION BEHAVIOR OF STRUCTURE-SAND GROUND SYSTEM DUE TO DIFFERENCE IN TYPES OF LOADING AND ITS EVALUATION
41. Lateral Flow Deformation Analysis of Ground Bearing Structure Considering Change of Rigidity due to Cyclic Loading
42. MODEL EXPERIMENTS ON FAILURE OF SAND BED BENEATH A STRUCTURE SUBJECTED TO CYCLIC LOADING AND ITS COUNTERMEASURE
43. MECHANICAL BEHAVIOR OF SAND BED BENEATH A STRUCTURE SUBJECTED TO CYCLIC LOADING
44. A Procedure Minimizing Membrane Penetration Effects in Undrained Triaxial Test
45. STATIC AND CYCLIC SHEAR BEHAVIOR AND PARTICLE CRUSHING OF VOLCANIC COARSE GRAINED SOILS IN HOKKAIDO
46. EFFECT OF STRESS HISTORY ON CYCLIC UNDRAINED DEFORMATION
47. Lateral Flow Deformation Evaluation of Ground-Structure System under Various Cyclic Loading Conditions
48. Study on Response of Dual Layered Reinforced Stone Column Under Shear Loading
49. Tip Post-grouting Using Smart Cells at Urubó Bridge - Premobilization and Improvement of End Resistance
50. Development and Field Testing of Geocomposite Cellular Mats (GCM) to Minimize the Ground Movements of Highway Embankments Founded on Peat Ground
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