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Performance of geosynthetic-reinforced soil walls at failure
Wen Yi Hung
, Kuo Hsin Yang, Thanh Son Nguyen, Truong Nhat Phuong Pham
土木工程學系
研究成果
:
雜誌貢獻
›
期刊論文
›
同行評審
8
引文 斯高帕斯(Scopus)
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深入研究「Performance of geosynthetic-reinforced soil walls at failure」主題。共同形成了獨特的指紋。
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Keyphrases
Geosynthetic-reinforced Soil Wall
100%
Facing Displacement
66%
Limit Equilibrium Analysis
50%
Centrifuge Test
50%
Critical Failure Surface
50%
Wall Deformation
50%
Safety Factor
33%
Wall Facing
33%
Wall Height
33%
Design Guidelines
16%
Subsidence
16%
Reinforced
16%
Reinforcement Material
16%
Geometric Parameters
16%
Internal Stability
16%
Stability Design
16%
Rankine's Theory
16%
Back-calculation
16%
Failure Process
16%
Wall Model
16%
Reinforcement Stiffness
16%
Serviceability Conditions
16%
Internals Design
16%
Active Earth Pressure Coefficient
16%
Earth Pressure Coefficient
16%
Failure Condition
16%
Process Failure Mode
16%
Excessive Settlement
16%
Pre-failure
16%
Wall Failure
16%
Engineering
Geosynthetic Reinforced Soil
100%
Reinforced Soil Wall
100%
Failure Surface
50%
Critical Failure
50%
Applicability
33%
Test Result
33%
Centrifuge
33%
Pressure Coefficient
33%
Design Guideline
16%
Good Agreement
16%
Serviceability
16%
Upper Limit
16%
Reinforcement Material
16%
Factor of Safety
16%
Internals
16%
Geometric Parameter
16%
Failure Mode
16%
Internal Stability
16%
Rankine
16%
Failure Process
16%
Reinforced Zone
16%
Safety Factor
16%
Failure Condition
16%