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Investigation of rainfall-induced failure processes and characteristics of cataclinal and anaclinal slopes using physical models
Chien Chieh Lin,
Chia Ming Lo
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此作品的通信作者
土木工程學系
研究成果
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14
引文 斯高帕斯(Scopus)
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Keyphrases
Physical Model
100%
Failure Process
100%
Groundwater Level
100%
Failure Characteristics
100%
Rainfall-induced Failure
100%
Infiltration
66%
Rock Slope
66%
Rock Model
66%
Failure Mechanism
33%
Groundwater Conditions
33%
Rock Type
33%
Slope Failure
33%
Surface-groundwater
33%
Deformation Failure
33%
Surface Water
33%
Rock Block
33%
Rainfall Effects
33%
Deformation Stage
33%
Physical Model Test
33%
Flexural Toppling
33%
Slope Model
33%
Cataclinal Slope
33%
Rainfall Level
33%
Physical Tests
33%
Rock Layer
33%
Rock Block Shape
33%
Rock Slope Deformation
33%
Rock Slope Failure
33%
Block-flexure Toppling
33%
Layer Deformation
33%
Groundwater Influence
33%
Slope Type
33%
Gravity Deformation
33%
Engineering
Induced Failure
100%
Physical Model
100%
Failure Process
100%
Rock Slope
100%
Groundwater Level
100%
Surface Water
33%
Failure Mechanism
33%
Slope Failure
33%
Physical Modeling
33%
Groundwater Influence
33%
Earth and Planetary Sciences
Toppling
100%
Rock Block
66%
Failure Mechanism
33%
Surface Water
33%
Slope Failure
33%