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查看斯高帕斯 (Scopus) 概要
黃 景川
Professor Emeritus
土木工程學系
電話
886 6 2757575 ext 63160
電子郵件
samhcc
mail.ncku.edu
tw
h-index
2747
引文
30
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 …
2022
每年研究成果
概覽
指紋
網路
專案
(26)
研究成果
(85)
類似的個人檔案
(1)
監製作品
(21)
指紋
查看啟用 Ching-Chuan 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
Engineering
Bearing Capacity
100%
Retaining Wall
69%
Stability Analysis
66%
Model Test
53%
Slope Stability
45%
Safety Factor
38%
Slope Failure
35%
Steel Rod
34%
Failure Surface
33%
Displacement Method
32%
Displacement Relationship
30%
Plane Strain
29%
Groundwater Table
29%
Seismic Stability
27%
Sliding Block
27%
Good Agreement
26%
Physical Model
25%
Potential Failure Surface
24%
Shear Band
23%
Lateral Pressure
23%
Installation Damage
23%
Natural Slope
22%
Internal Friction Angle
21%
Experimental Result
21%
Levee
21%
Soil Testing
21%
Failure Criterion
21%
Geosynthetic Reinforced Soil
21%
Mohr-Coulomb Failure
20%
Tensile Stiffness
19%
Ultimate Strength
19%
Rainfall Intensity
18%
Geosynthetic Reinforcement
18%
Failure Mechanism
18%
Friction Angle
18%
Sliding Surface
17%
Moment Equilibrium
17%
Failure Mode
17%
Horizontal Displacement
15%
Tensile Force
15%
Strength Parameter
14%
Failure Envelope
14%
Dilatancy
14%
Confining Pressure
14%
Pressure Coefficient
14%
Two Dimensional
13%
Highway Embankment
13%
Applicability
12%
Test Result
12%
Measured Value
12%
Keyphrases
Geosynthetic-reinforced Soil
29%
Saturated Ground
23%
Ultimate Bearing Capacity
23%
Stability Analysis
23%
Reinforced Sand Slope
18%
Reinforcement Force
17%
Soil Retaining Walls
17%
Reinforced Slope
17%
Deformable Foundation
17%
Failure Surface
17%
Potential Failure
17%
Geosynthetic Reinforcement
15%
Wide Slab
15%
Slab Effect
15%
Reinforced Ground
15%
Bearing Capacity Factor
13%
Abrasion Damage
11%
Unreinforced
11%
Groundwater Table Change
11%
Slope Displacement Prediction
11%
Hyetograph
11%
Janbu Method
11%
Performance-based Assessment
11%
Reinforced Soil Wall
11%
Taiwan
11%
Soil Structure
11%
Variational Analysis
11%
Reinforced Retaining Wall
11%
Reinforced Wall
11%
Reinforced Soil
11%
Rainfall-induced Slope Failure
11%
Composite Failure Surface
11%
Hyogo
11%
Nambu
11%
Geosynthetic Reinforced Wall
11%
Seismic Displacement
11%
Woven Geotextile
11%
Sediment Slurry
11%
Displacement Analysis
11%
Soil Moisture Response
11%
Saturated Sand
11%
Seismic Resistance
11%
Rigid Wall
11%
Soil-rock Interface
11%
Sand Ground
11%
Bridge Abutment
11%
Horizontal Seismic Coefficient
11%
Slope Failure Mechanism
11%
Strength Mobilization
11%
Seismic Bearing Capacity
11%
