Keyphrases
Punching Resistance
100%
Centrifuge Test
100%
Earthquake Loading
100%
Strain-dependent
100%
Slip Surface
100%
Pile-reinforced Slope
100%
Sliding-block Model
100%
Newmark Sliding Block Method
100%
Single pile
50%
Elastoplastic
50%
Interaction Model
50%
Shear Strain
50%
Earthquake
50%
Pile-soil Interaction
50%
Response Model
50%
Dependant
50%
Unreinforced
50%
Bending Moment
50%
Pile Spacing
50%
Pile Layout
50%
Slope Deformation
50%
Soil Stiffness
50%
Stiffness Properties
50%
Slippery Liquid-Infused Porous Surfaces (SLIPS)
50%
Strong Earthquake
50%
Pile Rows
50%
Elastic Response
50%
Permanent Deformation
50%
Limit Analysis
50%
Aftershock
50%
Degraded Soil
50%
P-y Model
50%
Mainshock
50%
Surface Depth
50%
Structural Detailing
50%
Pile Stiffness
50%
Engineering
Test Data
100%
Earthquake Loading
100%
Slip Surface
100%
Dependent Strain
100%
Sliding Block
100%
Good Agreement
50%
Shear Strain
50%
Soil Pile
50%
Soil Stiffness
50%
Elastic Response
50%
Permanent Deformation
50%
Induced Bending Moment
50%
Stiffness Property
50%
Limit Analysis
50%