跳至主導覽
跳至搜尋
跳過主要內容
國立陽明交通大學研發優勢分析平台 首頁
English
中文
首頁
人員
單位
研究成果
計畫
獎項
活動
貴重儀器
影響
按專業知識、姓名或所屬機構搜尋
查看斯高帕斯 (Scopus) 概要
翁 孟嘉
教授
土木工程學系
https://orcid.org/0000-0002-5672-402X
h-index
h10-index
h5-index
1608
引文
24
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。
738
引文
16
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。
239
引文
9
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。
2002
2025
每年研究成果
概覽
指紋
網路
計畫
(22)
研究成果
(114)
獎項
(5)
類似的個人檔案
(6)
指紋
查看啟用 Meng-Chia Weng 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
Discrete Element
100%
Element Method
88%
Anisotropic
47%
Mechanical Property
43%
Failure Mechanism
41%
Joints (Structural Components)
41%
Constitutive Model
30%
Digital Elevation Model
29%
Deformation Characteristic
29%
Deformation Behavior
29%
Failure Criterion
24%
Model Test
24%
Tunnel
21%
Plastic Deformation
21%
Hydraulics
21%
Porosity
20%
Stress Path
18%
Distinct Element
18%
Metamorphic Rock
18%
Geothermal Reservoir
17%
Ultimate Tensile Strength
17%
Friction Angle
17%
Physical Model
16%
Shear Strength
16%
Rock Mass
15%
Material Parameter
15%
Finite Element Analysis
15%
Slope Angle
14%
Experimental Result
14%
Compression Tests
14%
Area Ratio
14%
Confining Pressure
13%
Test Result
13%
Slope Stability
12%
Tunnel Excavation
12%
Influencing Factor
11%
Failure Envelope
11%
Creep
11%
Hydrostatic Loading
11%
Hydrostatic Stress
10%
Stress-Strain Curve
10%
Failure Mode
10%
Degradation Model
10%
Stress Field
10%
Critical Acceleration
10%
Rock Bolt
10%
Scale Effect
10%
Induced Stress
10%
Unmanned Aerial Vehicle
10%
Slope Failure
10%
Keyphrases
Discrete Element Method
80%
Foliation
57%
Sandstone
46%
Taiwan
40%
Mechanical Behavior
38%
Failure Mechanism
37%
Landslide
35%
Metamorphic Rocks
33%
Interface Model
28%
Slate Slope
28%
Particulate
27%
Deformation Characteristics
26%
Weak Sandstone
25%
Shear-induced
24%
Constitutive Model
21%
Dip Slope
21%
Gravelly Soil
21%
Deformation Behavior
21%
Rock Joints
20%
Distinct Element Method
18%
Volumetric Deformation
17%
Deformational Behavior
16%
Biconcave
15%
Failure Criterion
14%
Rock Mass
14%
Geothermal Reservoir
14%
Friction Angle
14%
Porosity
14%
Failure Pattern
13%
Tensile Strength
13%
Bond Model
13%
Southern Taiwan
13%
Discrete Element Analysis
13%
Thermal-mechanical Coupling
13%
Joint Model
13%
Material Parameters
12%
Gravitational Deformation
12%
Slope Angle
12%
Shear Dilation
12%
Consequent Slope
12%
Stress Path
12%
Slope Deformation
12%
Generalized Plasticity
11%
Weak Plane
11%
Physical Model Test
11%
Shaking Table Test
11%
Area Ratio
11%
Grain Area
11%
Microscopic Properties
11%
Schist
11%
