Keyphrases
Centrifuge Modelling
100%
Sand
65%
Screw pile
57%
Soil-structure Interaction
42%
Physical Modeling
33%
Seismic Performance
33%
Root Reinforcement
27%
Liquefiable Soil
27%
Centrifuge Test
26%
Reinforced Concrete
25%
Failure Mechanism
25%
Seismic Response
24%
Dynamic Centrifuge Test
23%
Root Analogue
23%
Shallow Foundation
22%
Discrete Element Method
22%
Dundee
21%
Liquefaction
21%
Root System
21%
Dense Sand
20%
Earthquake
19%
Geotechnical Centrifuge
19%
Pile Group
18%
Rooted Soil
18%
Stiffness
18%
Vegetated Slope
18%
Root-soil Interactions
17%
Plant Roots
16%
Lateral Load
16%
Numerical Modeling
16%
Laterally Spreading Lesion
16%
Small-scale Modeling
16%
Ground Motion
15%
Pile Installation
15%
Adjacent Structures
15%
Screw Anchors
14%
Axial Load
14%
Reinforced Concrete pile
14%
Penetrometer
13%
Material Point Method
13%
Soft Rock
13%
Large Deformation
13%
Pullout
13%
Modeling Approach
12%
Uplift Capacity
12%
Earthquake Loading
11%
Renewable Energy Consumption
11%
Scale Model
11%
Lateral Spreading
11%
Small Animal Model
11%
Engineering
Centrifuge
54%
Soil Structure Interactions
50%
Reinforced Concrete
45%
Finite Element Analysis
33%
Centrifuge Testing
33%
Seismic Performance
33%
Dense Sand
33%
Discrete Element
29%
Shallow Foundation
29%
Failure Mechanism
29%
Physical Modeling
29%
Element Method
28%
Root Reinforcement
27%
Liquefiable Soil
26%
Ground Movement
24%
Installation Requirement
23%
Pile Group
22%
Scale Model
21%
Numerical Modeling
21%
Concrete Pile
19%
Test Data
19%
Model Test
19%
Pile Installation
19%
Seismic Response
19%
Three Dimensional Printing
17%
Tunnel
17%
Bearing Capacity
16%
Large Deformation
16%
Lateral Loads
16%
Adjacent Structure
15%
Energy Application
15%
Physical Model
15%
Embedment
15%
Axial Load
14%
Bridge Piers
13%
Material Point Method
13%
Deep Water
13%
Soil Pile
13%
Earthquake Loading
11%
Shear Strength
11%
Tensiles
11%
Actuator
11%
Test Result
11%
Grillage
10%
Structural Response
10%
Driven Pile
10%
Offshore Wind Turbines
10%
Acrylonitrile Butadiene Styrene
10%
Slope Stability
10%
Boundary Value
10%