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查看斯高帕斯 (Scopus) 概要
黃 偉慶
教授
土木工程學系
電子郵件
t321655
ncu.edu
tw
網站
http://www.cv.ncu.edu.tw/index.php?option=com_content&view=article&id=146:2014-07-22-05-17-29&catid=40&Itemid=256
h-index
682
引文
13
h-指數
按照存儲在普爾（Pure）的出版物數量及斯高帕斯（Scopus）引文計算。
1990 …
2025
每年研究成果
概覽
指紋
網路
研究計畫
(12)
研究成果
(53)
類似的個人檔案
(6)
指紋
查看啟用 Wei-Hsing Huang 的研究主題。這些主題標籤來自此人的作品。共同形成了獨特的指紋。
排序方式
重量
按字母排序
Keyphrases
Resilient Modulus
79%
Soil Suction
64%
Temperature Effect
51%
Subgrade Soil
51%
Bentonite
51%
Repeated Loading
50%
Blast Furnace Slag
48%
Cohesive Subgrade Soil
47%
Pavement
46%
Matric Suction
40%
Low-level Radioactive Waste
38%
Taiwan
38%
Silica Fume
36%
Flexible Pavement
36%
Pavement Maintenance
36%
Buffer Material
35%
Fly Ash
35%
Binder
34%
Near-field
33%
Cement-fly Ash
33%
Plastic Strain
32%
Moisture Content
31%
Clay
29%
Portland Cement
29%
Durability Analysis
28%
Grouting
28%
Alkali Activation
28%
Barrier System
28%
Swelling Behavior
28%
Numerical Modeling
28%
Spent nuclear Fuel
28%
Deep Geological Repository
28%
Reactive Powder Concrete
28%
Water Content
28%
Cohesive Soil
27%
Organic Fiber
25%
PH Value
23%
Concrete Materials
23%
Engineered Cementitious Composites
21%
Suction
21%
Paving Materials
20%
Swelling Strain
20%
Compacted Bentonite
20%
Rutting Damage
20%
Compaction Condition
19%
Deviator Stress
19%
Deep Geologic Repository
19%
Field Environment
19%
Clayey Soil
18%
Resilient Modulus Test
18%
Engineering
Pavement
100%
Subgrade
96%
Resilient Modulus
79%
Soil Suction
61%
Blast Furnace Slag
52%
Repeated Loading
50%
Experimental Result
43%
Silica Fume
40%
Plastic Strain
32%
Transients
32%
Sulfate Attack
31%
Portland Cement
30%
Geological Repositories
28%
Grout
28%
Durability Analysis
28%
Numerical Modeling
28%
Swelling Strain
28%
Spent Nuclear Fuel
28%
Swelling Behavior
28%
Hydration Product
27%
Cohesive Soil
26%
Compressive Strength
24%
Compression Strength
24%
Circulating Fluidized Bed
23%
Organic Fibre
23%
Concrete (Composite Building Material)
23%
Matric Suction
21%
Design Engineering
21%
Engineered Cementitious Composite
21%
Concrete Specimen
21%
Barrier Material
19%
Compressibility
17%
Tunnel
16%
Activator
15%
Test Result
15%
Backfill Material
15%
Cement Paste
15%
Finite Element Analysis
14%
Clay Soil
14%
Ground Surface
14%
Chloride Profile
14%
Compaction Characteristic
14%
Indirect Method
14%
Plastic Deformation
14%
Nuclear Magnetic Resonance
14%
Combined Effect
14%
Friction Force
14%
Load Cell
14%
Cement Mortar
14%
Storage Facility
14%
