172 results on '"OKAMURA, Mitsu"'
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2. LEAP-ASIA-2019 Centrifuge Test at Ehime University
3. LEAP-ASIA-2019: Summary of Centrifuge Experiments on Liquefaction-Induced Lateral Spreading – Application of the Generalized Scaling Law
4. Regression and trend analysis of LEAP 2020 experimental results
5. Stability of sheet-pile wall in liquefiable soil: LEAP-2020 and LEAP-2022 centrifuge tests at Ehime University
6. Correlation of CPT measurements and relative density of LEAP-2017 and LEAP-2020 centrifuge models
7. Dynamic Behavior of Pipe Bend Subjected to Thrust Force Buried in Liquefiable Sand
8. Factors Affecting Liquefaction Resistance and Assessment by Pore Pressure Model
9. Centrifuge modeling of scale effect on hydraulic gradient of backward erosion piping in uniform aquifer under river levees
10. Insight into excess pore pressure generation leading to liquefaction of sand with stress history under saturated and unsaturated conditions
11. LEAP-ASIA-2019: Validation of centrifuge experiments and the generalized scaling law on liquefaction-induced lateral spreading
12. Forensic Evaluation of Long-Distance Flow in Gently Sloped Ground During the 2018 Sulawesi Earthquake, Indonesia
13. LEAP-2017 Centrifuge Test at Ehime University
14. Difference and Sensitivity Analyses of the LEAP-2017 Experiments
15. LEAP-UCD-2017 V. 1.01 Model Specifications
16. LEAP-UCD-2017 Comparison of Centrifuge Test Results
17. LEAP-2017: Comparison of the Type-B Numerical Simulations with Centrifuge Test Results
18. Verification of effectiveness and design procedure of gravel drains for liquefaction remediation
19. Factors Affecting Liquefaction Resistance and Assessment by Pore Pressure Model
20. Dynamic Behavior of Pipe Bend Subjected to Thrust Force Buried in Liquefiable Sand
21. Influence of strain histories on liquefaction resistance of sand
22. Pre-shaking effects on volumetric strain and cyclic strength of sand and comparison to unsaturated soils
23. Forensic Evaluation of Long-Distance Flow in Gently Sloped Ground During the 2018 Sulawesi Earthquake, Indonesia
24. Resonance effect on shaking of tall buildings in Kathmandu Valley during the 2015 Gorkha earthquake in Nepal
25. Small-strain shear modulus and liquefaction resistance of sand with carbonate precipitation
26. LEAP-UCD-2017 Comparison of Centrifuge Test Results
27. LEAP-UCD-2017 V. 1.01 Model Specifications
28. LEAP-2017: Comparison of the Type-B Numerical Simulations with Centrifuge Test Results
29. Difference and Sensitivity Analyses of the LEAP-2017 Experiments
30. LEAP-2017 Centrifuge Test at Ehime University
31. Liquefaction resistance of sand remediated with carbonate precipitation at different degrees of saturation during curing
32. Numerical simulation of centrifuge tests to evaluate the performance of desaturation by air injection on liquefiable foundation soil of light structures
33. Report on a reconnaissance survey of damage in Kathmandu caused by the 2015 Gorkha Nepal earthquake
34. Seismic stability of embankments subjected to pre-deformation due to foundation consolidation
35. Experiments and predictions of physical properties of sand cemented by enzymatically-induced carbonate precipitation
36. Contributions to “Soils and Foundations”: Ground Improvement
37. Liquefaction Resistances of Unsaturated Non-Plastic Silt
38. Numerical simulation of centrifuge tests on seismic behavior of residential building on liquefiable foundation soil
39. Experiments and Predictions of Soil Desaturation by Air-Injection Technique and the Implications Mediated by Multiphase Flow Simulation
40. Degree of saturation and liquefaction resistances of sand improved with sand compaction pile
41. Effects of Pore Fluid Compressibility on Liquefaction Resistance of Partially Saturated Sand
42. Large-scale flowslide in Sibalaya caused by the 2018 Sulawesi earthquake
43. SITE INVESTIGATION ON THE PROGRESS OF BACKWARD EROSION PIPING IN HIJI RIVER LEVEE
44. SEEPAGE FLOW ANALYSIS OF DOUBLE LAYER FOUNDATION AROUND A RIVER LEVEE WITH THE USE OF A SIMPLE MATHEMATICAL MODEL
45. Prediction Method for Liquefaction-Induced Settlement of Embankment with Remedial Measure by Deep Mixing Method
46. Liquefaction Resistance of Sand Deposit Improved with Sand Compaction Piles
47. Dynamic Centrifuge Tests on Dissipation Effects of Excess Pore Water Pressure by Gravel Drains
48. Effects of Footing Size and Aspect Ratio on the Bearing Capacity of Sand Subjected to Eccentric Loading
49. A Displacement Prediction Method for Retaining Walls Under Seismic Loading
50. 河川堤防の耐震性能評価
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