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Centrifuge modeling of the seismic performance of pile-reinforced slopes
A. H. Al-Defae
,
J. A. Knappett
(Lead / Corresponding author)
Research output
:
Contribution to journal
›
Article
›
peer-review
76
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Citations (Scopus)
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Dive into the research topics of 'Centrifuge modeling of the seismic performance of pile-reinforced slopes'. Together they form a unique fingerprint.
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Keyphrases
Centrifuge Modelling
100%
Reinforced
100%
Seismic Performance
100%
Pile-reinforced Slope
100%
RC piles
100%
Seismic Slope Stability
100%
Elastic pile
100%
Pile Design
50%
Numerical Model
50%
Model pile
50%
Physical Model
50%
Numerical Investigation
50%
Moment Capacity
50%
Earthquake
50%
Pile-soil Interaction
50%
Good Example
50%
Bending Properties
50%
Concrete piles
50%
Reduced Scale
50%
Unreinforced
50%
Aseismic Design
50%
Bending Moment
50%
Soil Mass
50%
Maximal Spacing
50%
Slippery Liquid-Infused Porous Surfaces (SLIPS)
50%
Slope Performance
50%
Elastic Element
50%
Peak Acceleration
50%
Ground Motion
50%
Soil Arching
50%
Permanent Deformation
50%
Monotonic Condition
50%
Reinforcement Layout
50%
Reinforced Scheme
50%
Low Moments
50%
Reinforcement Detailing
50%
Kinematic Loading
50%
Response Spectrum
50%
Earth and Planetary Sciences
Numerical Model
100%
Centrifuge Testing
100%
Centrifugal Model Test
100%
Arching
100%
Ground Motion
100%
Bending Moment
100%
Installing
100%
Peak Acceleration
100%
Engineering
Soil Pile
100%
Seismic Performance
100%
Numerical Model
50%
Elastic Element
50%
Centrifuge Testing
50%
Physical Model
50%
Moment Capacity
50%
Concrete Pile
50%
Soil Mass
50%
Ground Movement
50%
Peak Acceleration
50%
Permanent Deformation
50%
Induced Bending Moment
50%