1,130 results on '"Takahashi, Akihiro"'
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2. Evaluation of Sampling Efficiency and Uncertainty in 3D Spatially Variable Slope Stability Assessment Using Conditional Simulation
3. Engineering and environmental assessment of soilbag-based slope stabilisation for sustainable landslide mitigation in mountainous area
4. Efficacy of a Hybrid Foundation to Mitigate Liquefaction-induced Effects Under Strong Sequential Ground Motions
5. Centrifuge Modelling of a Soil Slope Reinforced by Geosynthetic Cementitious Composite Mats
6. Statistical and Parametric Studies on Natural Levees as Weak Points Against Leakages in River Levees
7. Comparative Performance of Steel Drainage Pipes Against Flood-Induced Deformation in River Levee
8. Efficacy of a Hybrid Foundation to Mitigate Liquefaction-induced Effects Under Strong Sequential Ground Motions
9. Physical Modeling and Reliability Assessment of Effectiveness of Granular Columns in the Nonuniform Liquefiable Ground to Mitigate the Liquefaction-Induced Ground Deformation
10. Grain-Refinement by MDFing under Decreasing-Temperature Conditions Followed by Room-Temperature MDFing of AZX611Mg Alloy and Change in Mechanical Properties
11. Insights into conditioning landfill sludge with freeze-thaw method: Effects on the physical-mechanical properties and micro characteristics
12. Effect of spatial variability on stability and failure mechanisms of 3D slope using random limit equilibrium method
13. Centrifuge model tests on large-diameter monopiles in dense sand subjected to two-way lateral cyclic loading in short-term
14. A comparative study of the effects of imeglimin add‐on or metformin dose escalation on glycaemic variability in subjects with type 2 diabetes treated with low‐dose metformin (MEGMI‐CGM study).
15. Experimental study on suffusion under multiple seepages and its impact on undrained mechanical responses of gap-graded soil
16. Assessment of the Applicability of a Constant-Head Borehole Permeameter Test to River Levees
17. Effect of SCP Improvement Geometry on Mitigation of Liquefaction-Induced Embankment Settlement
18. Centrifuge study on the effect of the SCP improvement geometry on the mitigation of liquefaction-induced embankment settlement
19. Physical Modeling and Reliability Assessment of Effectiveness of Granular Columns in the Nonuniform Liquefiable Ground to Mitigate the Liquefaction-Induced Ground Deformation
20. Performance of sheet pile as a seismic retrofit for old piled abutment subjected to liquefaction-induced lateral spreading
21. Performance of sheet pile to mitigate liquefaction-induced lateral spreading of loose soil layer under the embankment
22. The role of fines on internal instability and its impact on undrained mechanical response of gap-graded soils
23. Sway-Rocking Spring System Applicable to Short-Rigid Monopile Foundations
24. Numerical and Physical Modelling of Seepage-Induced Internal Erosion Around Holes on Permeable Sheet Pile
25. Reliability assessment of the physical modeling of liquefaction-induced effects on shallow foundations considering nonuniformity in the centrifuge model
26. Embrittlement Fracture Behavior and Mechanical Properties in Heat-Affected Zone of Welded Maraging Steel
27. Centrifuge modeling of hybrid foundation to mitigate liquefaction-induced effects on shallow foundation resting on liquefiable ground
28. Effects of Internal Erosion on Parameters of Subloading Cam-Clay Model
29. Centrifuge testing to investigate effects of partial saturation on the response of shallow foundation in liquefiable ground under strong sequential ground motions
30. Effect of SCP Improvement Geometry on Mitigation of Liquefaction-Induced Embankment Settlement
31. Study on reinforcement mechanism and failure mode of levee reinforced by steel sheet piles against overtopping snd scouring
32. Statistical and experimental studies on the hydraulic conductivity of levees in relation to micro-topographies
33. 越水による河川堤防の決壊に対する鋼矢板補強構造の抵抗機構に関する実験的研究（その２）
34. Shake table experiments on masonry retaining wall reinforced with nails
35. 一部自立型堤防背面における越流による洗掘深さの推定法に関する検討
36. GWP法による原位置透水試験における地下水位の影響に関する模型実験
37. 都幾川・小貝川堤防でのGWP法による原位置透水試験について
38. GWP法による原位置透水試験における地下水位の影響に関する解析的研究
39. 二重鋼矢板壁および止水シートを有する河川堤防の越水に対する安定性に関する研究
40. ニューマチックケーソンの刃口部極限支持力に関する模型実験
41. Centrifuge shaking table tests on damage level of embankments before sliding failure during earthquakes
42. Efficient FeO-induced decomposition of the fluorinated room-temperature ionic liquid [Me3PrN][(CF3SO2)2N] to fluoride ions in subcritical and supercritical water
43. Numerical and Physical Modelling of Seepage-Induced Internal Erosion Around Holes on Permeable Sheet Pile
44. The Microscopic Structure of the Root Canal Morphology of the Distobuccal Root of the Maxillary First Molar in Japanese People: A Micro-Computed Tomography Study
45. Suffusion-induced change in spatial distribution of fine fractions in embankment subjected to seepage flow
46. Laboratory and modelling investigation of root-reinforced system for slope stabilisation
47. Add-on imeglimin versus metformin dose escalation regarding glycemic control in patients with type 2 diabetes treated with a dipeptidyl peptidase-4 inhibitor plus low-dose metformin: study protocol for a multicenter, prospective, randomized, open-label, parallel-group comparison study (MEGMI study)
48. Successful endoscopic submucosal dissection of colon cancer with severe fibrosis after tattooing
49. 遠心模型実験による鉄道沿線石積み壁の耐震性能評価
50. 液状化地盤上の盛土におけるジオシンセティックスと砕石を使った変形抑制対策
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