Engineering
Model Test
41%
Pile Group
38%
Soil Movement
35%
Stability
31%
Characteristics
31%
Dynamic Response
30%
Pipe Pile
28%
Limit Analysis
25%
Models
25%
Lateral Loads
23%
Subgrade Reaction
22%
Deformation
21%
Concrete Pile
19%
Bending Moment
18%
Pile Head
18%
Failure Criterion
17%
Excavation
17%
Deflection
17%
Maximum Bending Moment
17%
Performance
16%
Large Diameter
16%
Cavity
15%
Correlation
15%
Prediction
15%
Impedance
14%
Driving Force
14%
Horizontal Displacement
14%
Design
14%
Diameter Pipe
14%
Strength Parameter
14%
Installation
14%
Test Pile
14%
Development
13%
Closed Form Solution
13%
Internal Force
13%
Evaluation
12%
Failure Mechanism
12%
Soil Slope
11%
Plane Strain
11%
Highway Construction
11%
Stability Analysis
11%
Beam
11%
Mechanical Properties
11%
Bearing Capacity
10%
Lateral Bearing Capacity
10%
Demonstrates
10%
Protective Device
9%
Boring
9%
Underpinnings
9%
Euler Theory
9%
Earth and Planetary Sciences
Soil
100%
Sand
40%
Bending Moment
32%
Displacement
30%
Landslide
28%
Investigation
27%
Model
25%
Model Test
22%
Deformation
21%
Slope
21%
Pile Response
20%
Pile Group
19%
Expansion
19%
Length
18%
Failure
17%
Sliding
17%
Calculation
16%
Diameter
16%
Cavity
15%
Comparison
15%
Parameter
14%
In Situ
14%
Surface Pressure
13%
Increasing
13%
Correlation
13%
Subgrade
13%
Estimate
12%
Thrust
12%
Excavation
11%
Dynamic Response
11%
Impedance
11%
Bedrock
11%
Difference
11%
Criterion
11%
Stability
11%
Time
10%
Shape
10%
Building
9%
Visualization
9%
Limit Analysis
9%
High Pressure
9%
Underpinning
9%
Boring
9%
Evaluation
9%
Installing
9%
Value
9%
Utilization
9%
Modeling
9%
Chute
9%
Soft Soil
9%
Physics
Diameters
32%
Dynamic Response
28%
Model
25%
Responses
22%
Failure
16%
Bending
15%
Assessments
11%
Sliding
10%
Behavior
10%
Shears
10%
Stability
10%
Cracks
9%
Collisions
9%
Calculation
9%
Strength of Materials
9%
Silica
9%
Corrosion
9%
Performance
8%
Rock
8%
Sites
8%
Deflection
7%
Ultimate Tensile Strength
7%
Deformation
6%
Estimates
6%
Position (Location)
6%
Independent Variables
6%
Displacement
5%
Ratios
5%