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Reliability of traditional retaining wall design
G. A. Fenton
, D. V. Griffiths, M. B. Williams
Executive Vice President
科研成果
:
期刊稿件
›
文章
›
同行评审
133
引用 (Scopus)
综述
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探究 'Reliability of traditional retaining wall design' 的科研主题。它们共同构成独一无二的指纹。
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Keyphrases
Active Earth Pressure
25%
Backfill
25%
Cohesionless
25%
Coulomb Theory
25%
Design Approach
25%
Design Friction
25%
Design Practice
25%
Earth Pressure
25%
Earth Pressure Theory
25%
Effective Properties
25%
Failure Probability
25%
Friction Angle
25%
Friction Unit
25%
Monte Carlo Simulation
25%
Nonlinear Finite Element Analysis
25%
Potential Problems
25%
Pressure Effect
25%
Random Field
25%
Random Field Simulation
25%
Random Finite Element Method
25%
Random Soil
25%
Rankine
50%
Rankine's Earth Pressure Theory
25%
Rankine's Theory
25%
Retaining Wall
25%
Retaining Wall Design
100%
Safety Factor
50%
Soil Mass
25%
Soil Properties
100%
Spatial Variability
25%
Spatial Variability of Soil Properties
25%
Spatially Variable
25%
Traditional Design
25%
Traditional Models
25%
Two Dimensional
25%
Unit Weight
25%
Weight Value
25%
Engineering
Closed Form Solution
25%
Effective Property
25%
Factor of Safety
50%
Finite Element Method
25%
Friction Angle
25%
Linear Finite Element
25%
Random Field
50%
Rankine
100%
Retaining Walls
100%
Soil Mass
25%
Two Dimensional
25%