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Mobilisable strength design for flexible embedded retaining walls
Maria Diakoumi
, William Powrie
School of Arch, Tech and Eng
Research output
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peer-review
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Keyphrases
Pressure Condition
100%
Bending Moment
100%
Strength Design
100%
Embedded Retaining Walls
100%
Pore Water Pressure
100%
Retaining Wall
50%
Stiffness
50%
Stress-strain
50%
Limit Equilibrium Analysis
50%
Calculation Procedure
50%
Wall Stiffness
50%
Nonlinearity
50%
Soil-structure Interaction
50%
Soil Stiffness
50%
Limit Equilibrium
50%
Physical Insights
50%
Behavioral Mechanisms
50%
Ground Movement
50%
Flexible System
50%
Dimensionless Parameters
50%
Equilibrium Calculation
50%
Wall Deflection
50%
Soil Strength
50%
Flexibility Ratio
50%
Engineering
Retaining Walls
100%
Design Strength
100%
Bending Moment
66%
Pore Water Pressure
66%
Ground Movement
33%
Calculation Procedure
33%
Soil Condition
33%
Dimensionless Parameter
33%
Nonlinearity
33%