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東京理科大学 ホーム
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研究部門
研究成果
専門知識、名前、または所属機関で検索
Scopus著者プロファイル
塚本 良道
教授
創域理工学部
,
社会基盤工学科
ウェブサイト
https://www.tus.ac.jp/ridai/doc/ji/RIJIA01Detail.php?act=nam&kin=ken&diu=21FA
h-index
932
被引用数
18
h 指数
Pureの文献数とScopusの被引用数に基づいて算出されます
1994 …
2024
年別の研究成果
概要
フィンガープリント
ネットワーク
研究成果
(60)
類似のプロファイル
(1)
フィンガープリント
Yoshimichi Tsukamotoが活動している研究トピックを掘り下げます。このトピックラベルは、この研究者の研究成果に基づきます。これらがまとまってユニークなフィンガープリントを構成します。
並べ替え順
重み付け
アルファベット順
Keyphrases
Liquefaction
72%
Silty Sand
47%
Sand
39%
Earthquake
39%
Saturated Sand
37%
Swedish Weight Sounding Test
34%
Liquefaction Resistance
33%
Sand Deposit
31%
Soil Liquefaction
30%
Lateral Spreading
29%
Undrained Shear Strength
29%
Cyclic Resistance
26%
Centrifuge Modelling
24%
Soil Deposit
23%
Degree of Saturation
22%
Permeation Grouting
20%
Stress-strain
20%
Triaxial Test
19%
In Situ
18%
Microfine Cement
17%
Jack-up
16%
Undrained Shear Strength of Soil
16%
Japan
16%
Retaining Wall
15%
Small Strain
15%
Soil Resistance
14%
Shaking Table Test
14%
Relative Density
14%
Slope Soil
13%
Geogrid
13%
Niigata
13%
Residual Deformation
13%
Multiple Series
13%
Laboratory Triaxial Test
13%
Clean Sand
13%
Penetration Resistance
13%
Soil Specimen
13%
Seismic Shaking
12%
Landslide
12%
Penetration Testing
12%
Partially Saturated
12%
Sandy Soil
12%
Post-liquefaction Settlement
11%
2011 Tohoku Earthquake
11%
Geogrid Layers
11%
Soil Samples
11%
Empirical Formula
10%
Cement Solution
10%
Pore Water Pressure
10%
Silicate
10%
Engineering
Soil Liquefaction
38%
Saturated Sand
35%
Japan
28%
Degree of Saturation
27%
Soil Deposit
21%
Sandy Soil
20%
Cyclic Loading
20%
Stress-Strain Relations
17%
Test Result
16%
Retaining Walls
16%
Cement Particle
15%
Pore Water Pressure
14%
Compression Tests
14%
Environmental Loading
13%
Penetration Resistance
13%
Bearing Capacity
13%
Undrained Shear Strength
13%
Field Test
12%
Cyclic Triaxial Test
12%
Volumetric Strain
11%
Test Apparatus
11%
Monotonic Loading
10%
Subgrade Reaction
10%
Deformation Characteristic
10%
Time History
10%
Effective Stress
10%
Longitudinal Wave
10%
Soil Sample
9%
Wave Velocity
9%
Modulus of Shear
9%
Induced Damage
8%
Lateral Earth Pressure
8%
Factor of Safety
8%
Test Series
8%
Axial Stress
8%
Lateral Stress
8%
Lateral Deformation
8%
Shear Strength
8%
Stress Path
7%
Overburden Stress
7%
Maximum Shear Strain
6%
Good Agreement
6%
Superposition
6%
Soil Reinforcement
6%
Injection Pressure
6%
Bending Moment
6%
Capacity Factor
6%
Method of Characteristics
6%
Soil Mass
6%
Shear Wave Velocity
6%
Earth and Planetary Sciences
Liquefaction
100%
Shear Strength
48%
Triaxial Test
42%
Japan
25%
Porewater
23%
Water Pressure
20%
Grouting
17%
Unsaturated Soil
16%
Penetration Test
15%
Model Test
14%
Shaking Table Test
14%
Reclaimed Soil
13%
Cyclic Loading
11%
Volcanic Soil
10%
Sandy Soil
9%
Residual Strength
9%
Reconnaissance
9%
Dense Medium
7%
Soil Layer
7%
Pile Group
6%
Centrifugal Model Test
6%
Volumetric Strain
6%
Field Testing
6%
Soil Condition
6%
Densification
6%
Flow Characteristics
6%
Slope Failure
6%
Bending Moment
6%
Science and Technology
6%
Subsidence
6%
Subgrade
6%
Fluidization
6%
Shear Test
6%
Overburden
5%
Soil Sampling
5%
P Wave
5%
