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查看斯高帕斯 (Scopus) 概要
張 文忠
教授
土木工程學系
電話
886 6 2757575 ext 63128
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wjchang
mail.ncku.edu
tw
h-index
821
引文
14
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。
2004
2022
每年研究成果
概覽
指紋
網路
專案
(15)
研究成果
(31)
類似的個人檔案
(3)
監製作品
(28)
指紋
查看啟用 Wen-Jong Chang 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
Shear Strain
100%
Slope Failure
100%
Slope Stability
91%
Shear Wave Velocity
83%
Excess Pore Pressure
81%
Fine Content
64%
Physical Modeling
56%
Monitoring System
50%
Monitoring Scheme
50%
Pressure Response
50%
Multichannel
50%
Fiber Optic Sensor
50%
Granular Soil
50%
Repeatability
50%
Sensor System
50%
Displacement Curve
50%
Plane Strain
50%
Horizontal Displacement
50%
Shakedown
50%
Prefabricated Vertical Drain
50%
Displacement Response
50%
Dynamic Model
50%
Coulomb Friction
50%
Sliding Block
50%
Clay Content
50%
Monitoring Program
50%
Steel Rod
50%
Deposition Process
50%
Saturates
50%
Model Test
50%
Acceleration Response
50%
Soil Particle
50%
Dynamic Behavior
50%
Internet-Of-Things
50%
Friction Angle
50%
Prefabricated Drain
33%
Factor of Safety
33%
Velocity Profile
33%
Soil Water Characteristic Curve
33%
Simple Shear
32%
Soil Structure Interactions
25%
Wireless Communication
25%
Data Reduction
25%
Mechanical Response
25%
Lateral Resistance
25%
Situ Stress State
25%
Stress Wave
25%
Static Loading
25%
Hydraulics
25%
Loading Condition
25%
Keyphrases
Pore Pressure Response
50%
Saturated Granular Soils
50%
Silty Soil
50%
Dynamic Model Test
50%
Liquefied Sands
50%
Gravelly Soil
50%
Multichannel Analysis of Surface Waves
50%
Compaction Quality
50%
Distinct Element Modeling
50%
Hammer
50%
Pile-supported Wharf
50%
Liquefaction Resistance
50%
Pile Test
50%
Pore Pressure Generation
50%
Liquefiable Sand
50%
Prefabricated Vertical Drains
50%
Liquefaction Characteristics
50%
K0 Condition
50%
Earthquake
50%
Gap-graded
50%
Soil Mechanics
50%
Cloud Sensing
50%
Undrained Shear
50%
Dynamic Liquefaction
50%
Silty Fine Sand
50%
Clayey Sand
50%
Pore Pressure Dissipation
33%
Soil Loss
33%
Electrical Fiber
25%
Steel pipe pile
25%
Pore Pressure Variations
25%
Dynamic Soil-structure Interaction
25%
Pile-supported Wharves
25%
Interaction Characteristics
25%
Packing Conditions
25%
Interaction Modeling
25%
Large-scale Physical Modeling
25%
Wave Generator
25%
Pore Dynamics
25%
Pile Response
25%
Multiple Depths
25%
Stickwater
25%
Gravel Content
20%
Gravelly Sand
20%
Sand-gravel Mixture
20%
Radial Shear
20%
Seismic Effects
16%
Cyclic Strength
16%
Monotonic Compression
16%
Soil Mixing
16%
Earth and Planetary Sciences
Liquefaction
100%
Pore Pressure
100%
Penetration Test
58%
Ultrasonics
50%
Soil Mechanics
50%
Silty Soil
50%
Vegetation
50%
Taiwan
50%
Soil Moisture
50%
Monitoring System
50%
Reconnaissance
50%
Slope Angle
50%
Slope Stability
50%
Shear Strain
25%
In Situ Test
20%
Velocity Measurement
16%
Axial Strain
16%
Strain Gage
16%
Subsidence
16%
Cone Penetration Test
15%
Riprap
12%
Field Testing
12%
Pressure Sensor
8%
Transducer
8%
Field Test
8%
Wave Velocity
8%
Geophone
8%
Shear Test
8%
Armenia
7%
Soil Dynamics
5%
Polar Coordinate
5%
