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Numerical modeling of tunnel excavation in weak sandstone using a time-dependent anisotropic degradation model
Meng-Chia Weng
, L. S. Tsai, C. Y. Liao, F. S. Jeng
*
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此作品的通信作者
土木工程學系
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引文 斯高帕斯(Scopus)
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Keyphrases
Degradation Model
100%
Weak Sandstone
100%
Shear-induced
100%
Tunnel Excavation
100%
Numerical Modeling
100%
Volumetric Deformation
75%
Sandstone
50%
Anisotropic Parameter
50%
Loading Conditions
25%
Stress-strain Relationship
25%
Time-dependent Behavior
25%
Deformation Behavior
25%
Finite Element Program
25%
Variable Modulus
25%
Creep Deformation
25%
Time-dependent Deformation Behaviour
25%
Stress Path
25%
Tunnel Squeezing
25%
Generalized Burgers Model
25%
Shear-induced Deformation
25%
Failure State
25%
Deformational Characteristics
25%
Long-term Deformation
25%
Time-dependent Creep
25%
Squeezing Condition
25%
Crown Settlement
25%
Engineering
Anisotropic
100%
Degradation Model
100%
Numerical Modeling
100%
Tunnel Excavation
100%
Deformation Behavior
40%
Experimental Result
20%
Strain Relationship
20%
Dependent Behavior
20%
Creep
20%
Induced Deformation
20%
Loading Condition
20%
Squeezing Condition
20%
Stress Path
20%
Finite Element Analysis
20%